| 1 | /*!\file Riftfront.cpp
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| 2 | * \brief: implementation of the Riftfront object
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| 3 | */
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| 4 |
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| 5 | /*Headers:*/
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| 6 | /*{{{*/
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| 7 | #ifdef HAVE_CONFIG_H
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| 8 | #include <config.h>
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| 9 | #else
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| 10 | #error "Cannot compile with HAVE_CONFIG_H symbol! run configure first!"
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| 11 | #endif
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| 12 |
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| 13 | #include "shared/shared.h"
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| 14 | #include "modules/ModelProcessorx/ModelProcessorx.h"
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| 15 | #include "../classes.h"
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| 16 | /*}}}*/
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| 17 |
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| 18 | /*Element macros*/
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| 19 | #define NUMVERTICES 2
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| 20 |
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| 21 | /*Riftfront constructors and destructor*/
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| 22 | Riftfront::Riftfront(){/*{{{*/
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| 23 | this->parameters=NULL;
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| 24 | this->hnodes=NULL;
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| 25 | this->helements=NULL;
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| 26 | this->hmatpar=NULL;
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| 27 | this->nodes=NULL;
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| 28 | this->elements=NULL;
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| 29 | this->matpar=NULL;
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| 30 | }
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| 31 | /*}}}*/
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| 32 | Riftfront::Riftfront(int riftfront_id,int i, IoModel* iomodel,int riftfront_analysis_type){/*{{{*/
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| 33 |
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| 34 | /*data: */
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| 35 | const int RIFTINFOSIZE = 12;
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| 36 | int riftfront_node_ids[2];
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| 37 | int riftfront_elem_ids[2];
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| 38 | int riftfront_matpar_id;
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| 39 | IssmDouble riftfront_friction;
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| 40 | IssmDouble riftfront_fractionincrement;
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| 41 | int penalty_lock;
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| 42 |
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| 43 | /*intermediary: */
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| 44 | int el1 ,el2;
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| 45 | int node1 ,node2;
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| 46 |
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| 47 | /*Fetch parameters: */
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| 48 | iomodel->Constant(&penalty_lock,StressbalanceRiftPenaltyLockEnum);
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| 49 |
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| 50 | /*Ok, retrieve all the data needed to add a penalty between the two nodes: */
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| 51 | el1=reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+2));
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| 52 | el2=reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+3)) ;
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| 53 |
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| 54 | node1=reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+0));
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| 55 | node2=reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+1));
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| 56 |
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| 57 | /*id: */
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| 58 | this->id=riftfront_id;
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| 59 | this->analysis_type=riftfront_analysis_type;
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| 60 |
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| 61 | /*hooks: */
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| 62 | riftfront_node_ids[0]=iomodel->nodecounter+node1;
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| 63 | riftfront_node_ids[1]=iomodel->nodecounter+node2;
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| 64 | riftfront_elem_ids[0]=el1;
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| 65 | riftfront_elem_ids[1]=el2;
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| 66 | riftfront_matpar_id=iomodel->numberofelements+1; //matlab indexing
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| 67 |
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| 68 | /*Hooks: */
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| 69 | this->hnodes=new Hook(riftfront_node_ids,2);
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| 70 | this->helements=new Hook(riftfront_elem_ids,2);
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| 71 | this->hmatpar=new Hook(&riftfront_matpar_id,1);
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| 72 |
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| 73 | /*computational parameters: */
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| 74 | this->active=0;
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| 75 | this->frozen=0;
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| 76 | this->counter=0;
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| 77 | this->prestable=0;
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| 78 | this->penalty_lock=penalty_lock;
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| 79 | this->material_converged=0;
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| 80 | this->normal[0]=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+4);
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| 81 | this->normal[1]=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+5);
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| 82 | this->length=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+6);
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| 83 | this->fraction=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+9);
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| 84 | this->state=reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+11));
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| 85 |
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| 86 | //intialize properties
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| 87 | this->type=SegmentRiftfrontEnum;
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| 88 | this->fill = reCast<int,IssmDouble>(*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+7));
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| 89 | this->friction=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+8);
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| 90 | this->fractionincrement=*(iomodel->Data(RiftsRiftstructEnum)+RIFTINFOSIZE*i+10);
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| 91 | this->shelf=reCast<bool,IssmDouble>(iomodel->Data(MaskGroundediceLevelsetEnum)[node1-1]<0.);
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| 92 |
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| 93 | //parameters and hooked fields: we still can't point to them, they may not even exist. Configure will handle this.
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| 94 | this->parameters=NULL;
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| 95 | this->nodes= NULL;
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| 96 | this->elements= NULL;
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| 97 | this->matpar= NULL;
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| 98 |
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| 99 | }
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| 100 | /*}}}*/
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| 101 | Riftfront::~Riftfront(){/*{{{*/
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| 102 | this->parameters=NULL;
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| 103 | delete hnodes;
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| 104 | delete helements;
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| 105 | delete hmatpar;
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| 106 | }
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| 107 | /*}}}*/
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| 108 |
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| 109 | /*Object virtual functions definitions:*/
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| 110 | void Riftfront::Echo(void){/*{{{*/
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| 111 |
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| 112 | _printf_("Riftfront:\n");
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| 113 | _printf_(" id: " << id << "\n");
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| 114 | _printf_(" analysis_type: " << EnumToStringx(analysis_type) << "\n");
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| 115 | _printf_(" hnodes: " << hnodes << "\n");
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| 116 | _printf_(" helements: " << helements << "\n");
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| 117 | _printf_(" hmatpar: " << hmatpar << "\n");
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| 118 | _printf_(" parameters: " << parameters << "\n");
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| 119 | _printf_(" internal parameters: \n");
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| 120 | _printf_(" normal: " << normal[0] << "|" << normal[1] << "\n");
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| 121 | _printf_(" length: " << length << "\n");
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| 122 | _printf_(" penalty_lock: " << penalty_lock << "\n");
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| 123 | _printf_(" active: " <<(active ? "true":"false") << "\n");
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| 124 | _printf_(" counter: " << counter << "\n");
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| 125 | _printf_(" prestable: " << (prestable ? "true":"false") << "\n");
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| 126 | _printf_(" material_converged: " << (material_converged ? "true":"false") << "\n");
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| 127 | _printf_(" fill: " << fill << "\n");
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| 128 | _printf_(" friction: " << friction << "\n");
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| 129 | _printf_(" fraction: " << fraction << "\n");
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| 130 | _printf_(" fractionincrement: " << fractionincrement << "\n");
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| 131 | _printf_(" state: " << state << "\n");
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| 132 | _printf_(" frozen: " << (frozen ? "true":"false") << "\n");
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| 133 |
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| 134 | }
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| 135 | /*}}}*/
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| 136 | void Riftfront::DeepEcho(void){/*{{{*/
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| 137 |
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| 138 | _printf_("Riftfront:\n");
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| 139 | _printf_(" id: " << id << "\n");
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| 140 | _printf_(" analysis_type: " << EnumToStringx(analysis_type) << "\n");
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| 141 | hnodes->DeepEcho();
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| 142 | helements->DeepEcho();
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| 143 | hmatpar->DeepEcho();
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| 144 | _printf_(" parameters\n");
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| 145 | if(parameters)parameters->DeepEcho();
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| 146 | }
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| 147 | /*}}}*/
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| 148 | int Riftfront::Id(void){ return id; }/*{{{*/
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| 149 | /*}}}*/
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| 150 | int Riftfront::ObjectEnum(void){/*{{{*/
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| 151 |
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| 152 | return RiftfrontEnum;
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| 153 |
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| 154 | }
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| 155 | /*}}}*/
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| 156 | Object* Riftfront::copy() {/*{{{*/
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| 157 |
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| 158 | Riftfront* riftfront=NULL;
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| 159 |
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| 160 | riftfront=new Riftfront();
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| 161 |
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| 162 | /*copy fields: */
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| 163 | riftfront->id=this->id;
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| 164 | riftfront->analysis_type=this->analysis_type;
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| 165 | riftfront->type=this->type;
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| 166 | riftfront->fill=this->fill;
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| 167 | riftfront->friction=this->friction;
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| 168 | riftfront->fractionincrement=this->fractionincrement;
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| 169 | riftfront->shelf=this->shelf;
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| 170 |
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| 171 | /*point parameters: */
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| 172 | riftfront->parameters=this->parameters;
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| 173 |
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| 174 | /*now deal with hooks and objects: */
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| 175 | riftfront->hnodes=(Hook*)this->hnodes->copy();
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| 176 | riftfront->helements=(Hook*)this->helements->copy();
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| 177 | riftfront->hmatpar=(Hook*)this->hmatpar->copy();
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| 178 |
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| 179 | /*corresponding fields*/
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| 180 | riftfront->nodes =(Node**)riftfront->hnodes->deliverp();
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| 181 | riftfront->elements=(Element**)riftfront->helements->deliverp();
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| 182 | riftfront->matpar =(Matpar*)riftfront->hmatpar->delivers();
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| 183 |
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| 184 | /*internal data: */
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| 185 | riftfront->penalty_lock=this->penalty_lock;
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| 186 | riftfront->active=this->active;
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| 187 | riftfront->frozen=this->frozen;
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| 188 | riftfront->state=this->state;
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| 189 | riftfront->counter=this->counter;
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| 190 | riftfront->prestable=this->prestable;
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| 191 | riftfront->material_converged=this->material_converged;
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| 192 | riftfront->normal[0]=this->normal[0];
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| 193 | riftfront->normal[1]=this->normal[1];
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| 194 | riftfront->length=this->length;
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| 195 | riftfront->fraction=this->fraction;
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| 196 |
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| 197 | return riftfront;
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| 198 |
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| 199 | }
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| 200 | /*}}}*/
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| 201 |
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| 202 | /*Update virtual functions definitions:*/
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| 203 | void Riftfront::InputUpdateFromConstant(bool constant,int name){/*{{{*/
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| 204 | }
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| 205 | /*}}}*/
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| 206 | void Riftfront::InputUpdateFromConstant(IssmDouble constant,int name){/*{{{*/
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| 207 |
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| 208 | }
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| 209 | /*}}}*/
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| 210 | void Riftfront::InputUpdateFromVector(IssmDouble* vector, int name, int type){/*{{{*/
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| 211 |
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| 212 | _error_("not implemented yet");
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| 213 |
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| 214 | }
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| 215 | /*}}}*/
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| 216 |
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| 217 | /*Load virtual functions definitions:*/
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| 218 | void Riftfront::Configure(Elements* elementsin,Loads* loadsin,Nodes* nodesin,Vertices* verticesin,Materials* materialsin,Parameters* parametersin){/*{{{*/
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| 219 |
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| 220 | /*Take care of hooking up all objects for this element, ie links the objects in the hooks to their respective
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| 221 | * datasets, using internal ids and offsets hidden in hooks: */
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| 222 | hnodes->configure(nodesin);
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| 223 | helements->configure(elementsin);
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| 224 | hmatpar->configure(materialsin);
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| 225 |
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| 226 | /*Initialize hooked fields*/
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| 227 | this->nodes =(Node**)hnodes->deliverp();
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| 228 | this->elements=(Element**)helements->deliverp();
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| 229 | this->matpar =(Matpar*)hmatpar->delivers();
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| 230 |
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| 231 | /*point parameters to real dataset: */
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| 232 | this->parameters=parametersin;
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| 233 |
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| 234 | }
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| 235 | /*}}}*/
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| 236 | void Riftfront::ResetHooks(){/*{{{*/
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| 237 |
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| 238 | this->nodes=NULL;
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| 239 | this->elements=NULL;
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| 240 | this->matpar=NULL;
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| 241 | this->parameters=NULL;
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| 242 |
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| 243 | /*Get Element type*/
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| 244 | this->hnodes->reset();
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| 245 | this->helements->reset();
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| 246 | this->hmatpar->reset();
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| 247 |
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| 248 | }
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| 249 | /*}}}*/
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| 250 | bool Riftfront::IsPenalty(void){/*{{{*/
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| 251 | return true;
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| 252 | }
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| 253 | /*}}}*/
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| 254 | void Riftfront::SetCurrentConfiguration(Elements* elementsin,Loads* loadsin,Nodes* nodesin,Vertices* verticesin,Materials* materialsin,Parameters* parametersin){/*{{{*/
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| 255 |
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| 256 | }
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| 257 | /*}}}*/
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| 258 | void Riftfront::PenaltyCreateKMatrix(Matrix<IssmDouble>* Kff, Matrix<IssmDouble>* Kfs,IssmDouble kmax){/*{{{*/
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| 259 |
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| 260 | /*Retrieve parameters: */
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| 261 | ElementMatrix* Ke=NULL;
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| 262 | int analysis_type;
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| 263 | this->parameters->FindParam(&analysis_type,AnalysisTypeEnum);
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| 264 |
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| 265 | switch(analysis_type){
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| 266 | case StressbalanceAnalysisEnum:
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| 267 | Ke=PenaltyCreateKMatrixStressbalanceHoriz(kmax);
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| 268 | break;
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| 269 | case AdjointHorizAnalysisEnum:
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| 270 | Ke=PenaltyCreateKMatrixStressbalanceHoriz(kmax);
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| 271 | break;
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| 272 | default:
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| 273 | _error_("analysis " << analysis_type << " (" << EnumToStringx(analysis_type) << ") not supported yet");
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| 274 | }
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| 275 |
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| 276 | /*Add to global Vector*/
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| 277 | if(Ke){
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| 278 | Ke->AddToGlobal(Kff,Kfs);
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| 279 | delete Ke;
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| 280 | }
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| 281 | }
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| 282 | /*}}}*/
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| 283 | void Riftfront::PenaltyCreatePVector(Vector<IssmDouble>* pf,IssmDouble kmax){/*{{{*/
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| 284 |
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| 285 | /*Retrieve parameters: */
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| 286 | ElementVector* pe=NULL;
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| 287 | int analysis_type;
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| 288 | this->parameters->FindParam(&analysis_type,AnalysisTypeEnum);
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| 289 |
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| 290 | switch(analysis_type){
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| 291 | case StressbalanceAnalysisEnum:
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| 292 | pe=PenaltyCreatePVectorStressbalanceHoriz(kmax);
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| 293 | break;
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| 294 | case AdjointHorizAnalysisEnum:
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| 295 | /*No penalty applied on load vector*/
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| 296 | break;
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| 297 | default:
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| 298 | _error_("analysis " << analysis_type << " (" << EnumToStringx(analysis_type) << ") not supported yet");
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| 299 | }
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| 300 |
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| 301 | /*Add to global Vector*/
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| 302 | if(pe){
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| 303 | pe->AddToGlobal(pf);
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| 304 | delete pe;
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| 305 | }
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| 306 | }
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| 307 | /*}}}*/
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| 308 | void Riftfront::CreateKMatrix(Matrix<IssmDouble>* Kff, Matrix<IssmDouble>* Kfs){/*{{{*/
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| 309 | /*do nothing: */
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| 310 | return;
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| 311 | }
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| 312 | /*}}}*/
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| 313 | void Riftfront::CreatePVector(Vector<IssmDouble>* pf){/*{{{*/
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| 314 | /*do nothing: */
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| 315 | return;
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| 316 | }
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| 317 | /*}}}*/
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| 318 | void Riftfront::GetNodesSidList(int* sidlist){/*{{{*/
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| 319 |
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| 320 | _assert_(sidlist);
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| 321 | _assert_(nodes);
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| 322 |
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| 323 | for(int i=0;i<NUMVERTICES;i++) sidlist[i]=nodes[i]->Sid();
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| 324 | }
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| 325 | /*}}}*/
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| 326 | void Riftfront::GetNodesLidList(int* lidlist){/*{{{*/
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| 327 |
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| 328 | _assert_(lidlist);
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| 329 | _assert_(nodes);
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| 330 |
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| 331 | for(int i=0;i<NUMVERTICES;i++) lidlist[i]=nodes[i]->Lid();
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| 332 | }
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| 333 | /*}}}*/
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| 334 | int Riftfront::GetNumberOfNodes(void){/*{{{*/
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| 335 |
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| 336 | return NUMVERTICES;
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| 337 | }
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| 338 | /*}}}*/
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| 339 | bool Riftfront::InAnalysis(int in_analysis_type){/*{{{*/
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| 340 | if (in_analysis_type==this->analysis_type) return true;
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| 341 | else return false;
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| 342 | }
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| 343 | /*}}}*/
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| 344 | void Riftfront::SetwiseNodeConnectivity(int* pd_nz,int* po_nz,Node* node,bool* flags,int* flagsindices,int set1_enum,int set2_enum){/*{{{*/
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| 345 |
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| 346 | /*Output */
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| 347 | int d_nz = 0;
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| 348 | int o_nz = 0;
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| 349 |
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| 350 | /*Loop over all nodes*/
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| 351 | for(int i=0;i<NUMVERTICES;i++){
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| 352 |
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| 353 | if(!flags[this->nodes[i]->Lid()]){
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| 354 |
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| 355 | /*flag current node so that no other element processes it*/
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| 356 | flags[this->nodes[i]->Lid()]=true;
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| 357 |
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| 358 | int counter=0;
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| 359 | while(flagsindices[counter]>=0) counter++;
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| 360 | flagsindices[counter]=this->nodes[i]->Lid();
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| 361 |
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| 362 | /*if node is clone, we have an off-diagonal non-zero, else it is a diagonal non-zero*/
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| 363 | switch(set2_enum){
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| 364 | case FsetEnum:
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| 365 | if(nodes[i]->indexing.fsize){
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| 366 | if(this->nodes[i]->IsClone())
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| 367 | o_nz += 1;
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| 368 | else
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| 369 | d_nz += 1;
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| 370 | }
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| 371 | break;
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| 372 | case GsetEnum:
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| 373 | if(nodes[i]->indexing.gsize){
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| 374 | if(this->nodes[i]->IsClone())
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| 375 | o_nz += 1;
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| 376 | else
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| 377 | d_nz += 1;
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| 378 | }
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| 379 | break;
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| 380 | case SsetEnum:
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| 381 | if(nodes[i]->indexing.ssize){
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| 382 | if(this->nodes[i]->IsClone())
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| 383 | o_nz += 1;
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| 384 | else
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| 385 | d_nz += 1;
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| 386 | }
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| 387 | break;
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| 388 | default: _error_("not supported");
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| 389 | }
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| 390 | }
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| 391 | }
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| 392 |
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| 393 | /*Assign output pointers: */
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| 394 | *pd_nz=d_nz;
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| 395 | *po_nz=o_nz;
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| 396 | }
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| 397 | /*}}}*/
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| 398 |
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| 399 | /*Riftfront numerics*/
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| 400 | ElementMatrix* Riftfront::PenaltyCreateKMatrixStressbalanceHoriz(IssmDouble kmax){/*{{{*/
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| 401 |
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| 402 | const int numdof = NDOF2*NUMVERTICES;
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| 403 | IssmDouble thickness;
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| 404 | IssmDouble h[2];
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| 405 | IssmDouble penalty_offset;
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| 406 |
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| 407 | /*Objects: */
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| 408 | Tria *tria1 = NULL;
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| 409 | Tria *tria2 = NULL;
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| 410 |
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| 411 | /*enum of element? */
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| 412 | if(elements[0]->ObjectEnum()!=TriaEnum)_error_("only Tria element allowed for Riftfront load!");
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| 413 | tria1=(Tria*)elements[0];
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| 414 | tria2=(Tria*)elements[1];
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| 415 |
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| 416 | /*Initialize Element Matrix*/
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| 417 | if(!this->active) return NULL;
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| 418 | ElementMatrix* Ke=new ElementMatrix(nodes,NUMVERTICES,this->parameters);
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| 419 |
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| 420 | /*Get some parameters: */
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| 421 | this->parameters->FindParam(&penalty_offset,StressbalancePenaltyFactorEnum);
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| 422 | tria1->GetInputValue(&h[0],nodes[0],ThicknessEnum);
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| 423 | tria2->GetInputValue(&h[1],nodes[1],ThicknessEnum);
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| 424 | if (h[0]!=h[1])_error_("different thicknesses not supported for rift fronts");
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| 425 | thickness=h[0];
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| 426 |
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| 427 | /*There is contact, we need to constrain the normal velocities (zero penetration), and the
|
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| 428 | *contact slip friction. */
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| 429 |
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| 430 | /*From Peter Wriggers book (Computational Contact Mechanics, p191): */
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| 431 | Ke->values[0*numdof+0]+= +pow(normal[0],2)*kmax*pow(10,penalty_offset);
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| 432 | Ke->values[0*numdof+1]+= +normal[0]*normal[1]*kmax*pow(10,penalty_offset);
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| 433 | Ke->values[0*numdof+2]+= -pow(normal[0],2)*kmax*pow(10,penalty_offset);
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| 434 | Ke->values[0*numdof+3]+= -normal[0]*normal[1]*kmax*pow(10,penalty_offset);
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| 435 |
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| 436 | Ke->values[1*numdof+0]+= +normal[0]*normal[1]*kmax*pow(10,penalty_offset);
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| 437 | Ke->values[1*numdof+1]+= +pow(normal[1],2)*kmax*pow(10,penalty_offset);
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| 438 | Ke->values[1*numdof+2]+= -normal[0]*normal[1]*kmax*pow(10,penalty_offset);
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| 439 | Ke->values[1*numdof+3]+= -pow(normal[1],2)*kmax*pow(10,penalty_offset);
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| 440 |
|
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| 441 | Ke->values[2*numdof+0]+= -pow(normal[0],2)*kmax*pow(10,penalty_offset);
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| 442 | Ke->values[2*numdof+1]+= -normal[0]*normal[1]*kmax*pow(10,penalty_offset);
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| 443 | Ke->values[2*numdof+2]+= +pow(normal[0],2)*kmax*pow(10,penalty_offset);
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| 444 | Ke->values[2*numdof+3]+= +normal[0]*normal[1]*kmax*pow(10,penalty_offset);
|
|---|
| 445 |
|
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| 446 | Ke->values[3*numdof+0]+= -normal[0]*normal[1]*kmax*pow(10,penalty_offset);
|
|---|
| 447 | Ke->values[3*numdof+1]+= -pow(normal[1],2)*kmax*pow(10,penalty_offset);
|
|---|
| 448 | Ke->values[3*numdof+2]+= +normal[0]*normal[1]*kmax*pow(10,penalty_offset);
|
|---|
| 449 | Ke->values[3*numdof+3]+= +pow(normal[1],2)*kmax*pow(10,penalty_offset);
|
|---|
| 450 |
|
|---|
| 451 | /*Now take care of the friction: of type sigma=frictiontangent_velocity2-tangent_velocity1)*/
|
|---|
| 452 |
|
|---|
| 453 | Ke->values[0*numdof+0]+= +pow(normal[1],2)*thickness*length*friction;
|
|---|
| 454 | Ke->values[0*numdof+1]+= -normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 455 | Ke->values[0*numdof+2]+= -pow(normal[1],2)*thickness*length*friction;
|
|---|
| 456 | Ke->values[0*numdof+3]+= +normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 457 |
|
|---|
| 458 | Ke->values[1*numdof+0]+= -normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 459 | Ke->values[1*numdof+1]+= +pow(normal[0],2)*thickness*length*friction;
|
|---|
| 460 | Ke->values[1*numdof+2]+= +normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 461 | Ke->values[1*numdof+3]+= -pow(normal[0],2)*thickness*length*friction;
|
|---|
| 462 |
|
|---|
| 463 | Ke->values[2*numdof+0]+= -pow(normal[1],2)*thickness*length*friction;
|
|---|
| 464 | Ke->values[2*numdof+1]+= +normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 465 | Ke->values[2*numdof+2]+= +pow(normal[1],2)*thickness*length*friction;
|
|---|
| 466 | Ke->values[2*numdof+3]+= -normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 467 |
|
|---|
| 468 | Ke->values[3*numdof+0]+= +normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 469 | Ke->values[3*numdof+1]+= -pow(normal[0],2)*thickness*length*friction;
|
|---|
| 470 | Ke->values[3*numdof+2]+= -normal[0]*normal[1]*thickness*length*friction;
|
|---|
| 471 | Ke->values[3*numdof+3]+= +pow(normal[0],2)*thickness*length*friction;
|
|---|
| 472 |
|
|---|
| 473 | /*Clean up and return*/
|
|---|
| 474 | return Ke;
|
|---|
| 475 | }
|
|---|
| 476 | /*}}}*/
|
|---|
| 477 | ElementVector* Riftfront::PenaltyCreatePVectorStressbalanceHoriz(IssmDouble kmax){/*{{{*/
|
|---|
| 478 |
|
|---|
| 479 | int j;
|
|---|
| 480 | IssmDouble rho_ice;
|
|---|
| 481 | IssmDouble rho_water;
|
|---|
| 482 | IssmDouble gravity;
|
|---|
| 483 | IssmDouble thickness;
|
|---|
| 484 | IssmDouble h[2];
|
|---|
| 485 | IssmDouble bed;
|
|---|
| 486 | IssmDouble b[2];
|
|---|
| 487 | IssmDouble pressure;
|
|---|
| 488 | IssmDouble pressure_litho;
|
|---|
| 489 | IssmDouble pressure_air;
|
|---|
| 490 | IssmDouble pressure_melange;
|
|---|
| 491 | IssmDouble pressure_water;
|
|---|
| 492 |
|
|---|
| 493 | /*Objects: */
|
|---|
| 494 | Tria *tria1 = NULL;
|
|---|
| 495 | Tria *tria2 = NULL;
|
|---|
| 496 |
|
|---|
| 497 | /*enum of element? */
|
|---|
| 498 | if(elements[0]->ObjectEnum()!=TriaEnum)_error_("only Tria element allowed for Riftfront load!");
|
|---|
| 499 | tria1=(Tria*)elements[0];
|
|---|
| 500 | tria2=(Tria*)elements[1];
|
|---|
| 501 |
|
|---|
| 502 | /*Initialize Element Matrix*/
|
|---|
| 503 | if(this->active) return NULL; /*The penalty is active. No loads implied here.*/
|
|---|
| 504 | ElementVector* pe=new ElementVector(nodes,NUMVERTICES,this->parameters);
|
|---|
| 505 |
|
|---|
| 506 | /*Get some inputs: */
|
|---|
| 507 | rho_ice=matpar->GetRhoIce();
|
|---|
| 508 | rho_water=matpar->GetRhoWater();
|
|---|
| 509 | gravity=matpar->GetG();
|
|---|
| 510 | tria1->GetInputValue(&h[0],nodes[0],ThicknessEnum);
|
|---|
| 511 | tria2->GetInputValue(&h[1],nodes[1],ThicknessEnum);
|
|---|
| 512 | if (h[0]!=h[1])_error_("different thicknesses not supported for rift fronts");
|
|---|
| 513 | thickness=h[0];
|
|---|
| 514 | tria1->GetInputValue(&b[0],nodes[0],BaseEnum);
|
|---|
| 515 | tria2->GetInputValue(&b[1],nodes[1],BaseEnum);
|
|---|
| 516 | if (b[0]!=b[1])_error_("different beds not supported for rift fronts");
|
|---|
| 517 | bed=b[0];
|
|---|
| 518 |
|
|---|
| 519 | /*Ok, this rift is opening. We should put loads on both sides of the rift flanks. Because we are dealing with contact mechanics,
|
|---|
| 520 | * and we want to avoid zigzagging of the loads, we want lump the loads onto nodes, not onto surfaces between nodes.:*/
|
|---|
| 521 |
|
|---|
| 522 | /*Ok, to compute the pressure, we are going to need material properties, thickness and bed for the two nodes. We assume those properties to
|
|---|
| 523 | * be the same across the rift.: */
|
|---|
| 524 |
|
|---|
| 525 | /*Ok, now compute the pressure (in norm) that is being applied to the flanks, depending on the type of fill: */
|
|---|
| 526 | if(fill==WaterEnum){
|
|---|
| 527 | if(shelf){
|
|---|
| 528 | /*We are on an ice shelf, hydrostatic equilibrium is used to determine the pressure for water fill: */
|
|---|
| 529 | pressure=rho_ice*gravity*pow(thickness,2)/2.- rho_water*gravity*pow(bed,2)/2.;
|
|---|
| 530 | }
|
|---|
| 531 | else{
|
|---|
| 532 | //We are on an icesheet, we assume the water column fills the entire front: */
|
|---|
| 533 | pressure=rho_ice*gravity*pow(thickness,2)/2.- rho_water*gravity*pow(thickness,2)/2.;
|
|---|
| 534 | }
|
|---|
| 535 | }
|
|---|
| 536 | else if(fill==AirEnum){
|
|---|
| 537 | pressure=rho_ice*gravity*pow(thickness,2)/2.; //icefront on an ice sheet, pressure imbalance ice vs air.
|
|---|
| 538 | }
|
|---|
| 539 | else if(fill==IceEnum){ //icefront finding itself against another icefront (pressure imbalance is fully compensated, ice vs ice)
|
|---|
| 540 | pressure=0;
|
|---|
| 541 | }
|
|---|
| 542 | else if(fill==MelangeEnum){ //icefront finding itself against another icefront (pressure imbalance is fully compensated, ice vs ice)
|
|---|
| 543 |
|
|---|
| 544 | if(!shelf) _error_("fill type " << fill << " not supported on ice sheets yet.");
|
|---|
| 545 |
|
|---|
| 546 | pressure_litho=rho_ice*gravity*pow(thickness,2)/2.;
|
|---|
| 547 | pressure_air=0;
|
|---|
| 548 | pressure_melange=rho_ice*gravity*pow(fraction*thickness,2)/2.;
|
|---|
| 549 | pressure_water=1.0/2.0*rho_water*gravity* ( pow(bed,2.0)-pow(rho_ice/rho_water*fraction*thickness,2.0) );
|
|---|
| 550 |
|
|---|
| 551 | pressure=pressure_litho-pressure_air-pressure_melange-pressure_water;
|
|---|
| 552 | }
|
|---|
| 553 | else{
|
|---|
| 554 | _error_("fill type " << fill << " not supported yet.");
|
|---|
| 555 | }
|
|---|
| 556 |
|
|---|
| 557 | /*Ok, add contribution to first node, along the normal i==0: */
|
|---|
| 558 | for (j=0;j<2;j++){
|
|---|
| 559 | pe->values[j]+=pressure*normal[j]*length;
|
|---|
| 560 | }
|
|---|
| 561 |
|
|---|
| 562 | /*Add contribution to second node, along the opposite normal: i==1 */
|
|---|
| 563 | for (j=0;j<2;j++){
|
|---|
| 564 | pe->values[2+j]+= -pressure*normal[j]*length;
|
|---|
| 565 | }
|
|---|
| 566 |
|
|---|
| 567 | /*Clean up and return*/
|
|---|
| 568 | return pe;
|
|---|
| 569 | }
|
|---|
| 570 | /*}}}*/
|
|---|
| 571 | #define _ZIGZAGCOUNTER_
|
|---|
| 572 | int Riftfront::Constrain(int* punstable){/*{{{*/
|
|---|
| 573 |
|
|---|
| 574 | IssmDouble penetration;
|
|---|
| 575 | bool activate;
|
|---|
| 576 | int unstable;
|
|---|
| 577 | IssmDouble vx1;
|
|---|
| 578 | IssmDouble vy1;
|
|---|
| 579 | IssmDouble vx2;
|
|---|
| 580 | IssmDouble vy2;
|
|---|
| 581 |
|
|---|
| 582 | /*Objects: */
|
|---|
| 583 | Tria *tria1 = NULL;
|
|---|
| 584 | Tria *tria2 = NULL;
|
|---|
| 585 |
|
|---|
| 586 | /*enum of element? */
|
|---|
| 587 | if(elements[0]->ObjectEnum()!=TriaEnum)_error_("only Tria element allowed for Riftfront load!");
|
|---|
| 588 |
|
|---|
| 589 | /*recover elements on both side of rift: */
|
|---|
| 590 | tria1=(Tria*)elements[0];
|
|---|
| 591 | tria2=(Tria*)elements[1];
|
|---|
| 592 |
|
|---|
| 593 | /*Is this constraint frozen? In which case we don't touch: */
|
|---|
| 594 | if (this->frozen){
|
|---|
| 595 | *punstable=0;
|
|---|
| 596 | return 1;
|
|---|
| 597 | }
|
|---|
| 598 |
|
|---|
| 599 | /*Is this rift segment state specified by user input? :*/
|
|---|
| 600 | if (this->state==OpenEnum || this->state==ClosedEnum){
|
|---|
| 601 |
|
|---|
| 602 | if(this->state==OpenEnum)this->active=0;
|
|---|
| 603 | if(this->state==ClosedEnum)this->active=1;
|
|---|
| 604 |
|
|---|
| 605 | /*this segment is like frozen, no instability here: */
|
|---|
| 606 | *punstable=0;
|
|---|
| 607 | return 1;
|
|---|
| 608 | }
|
|---|
| 609 |
|
|---|
| 610 | /*First recover velocity: */
|
|---|
| 611 | tria1->GetInputValue(&vx1,nodes[0],VxEnum);
|
|---|
| 612 | tria2->GetInputValue(&vx2,nodes[1],VxEnum);
|
|---|
| 613 | tria1->GetInputValue(&vy1,nodes[0],VyEnum);
|
|---|
| 614 | tria2->GetInputValue(&vy2,nodes[1],VyEnum);
|
|---|
| 615 |
|
|---|
| 616 | /*Node 1 faces node 2, compute penetration of 2 into 1 (V2-V1).N (with N normal vector, and V velocity vector: */
|
|---|
| 617 | penetration=(vx2-vx1)*normal[0]+(vy2-vy1)*normal[1];
|
|---|
| 618 |
|
|---|
| 619 | /*activation: */
|
|---|
| 620 | if(penetration<0)activate=true;
|
|---|
| 621 | else activate=false;
|
|---|
| 622 |
|
|---|
| 623 | /*Here, we try to avoid zigzaging. When a penalty activates and deactivates for more than penalty_lock times,
|
|---|
| 624 | * we increase the fraction of melange:*/
|
|---|
| 625 | if(this->counter>this->penalty_lock){
|
|---|
| 626 | /*reset counter: */
|
|---|
| 627 | this->counter=0;
|
|---|
| 628 | /*increase melange fraction: */
|
|---|
| 629 | this->fraction+=fractionincrement;
|
|---|
| 630 | if (this->fraction>1)this->fraction=1.;
|
|---|
| 631 | //_printf_("riftfront " << this->Id() << " fraction: " << this->fraction << "\n");
|
|---|
| 632 | }
|
|---|
| 633 |
|
|---|
| 634 | //Figure out stability of this penalty
|
|---|
| 635 | if(this->active==activate){
|
|---|
| 636 | unstable=0;
|
|---|
| 637 | }
|
|---|
| 638 | else{
|
|---|
| 639 | unstable=1;
|
|---|
| 640 | this->counter++;
|
|---|
| 641 | }
|
|---|
| 642 |
|
|---|
| 643 | //Set penalty flag
|
|---|
| 644 | this->active=activate;
|
|---|
| 645 |
|
|---|
| 646 | //if ((penetration>0) && (this->active==1))_printf_("Riftfront " << Id() << " wants to be released\n");
|
|---|
| 647 |
|
|---|
| 648 | /*assign output pointer: */
|
|---|
| 649 | *punstable=unstable;
|
|---|
| 650 | return 1;
|
|---|
| 651 | }
|
|---|
| 652 | /*}}}*/
|
|---|
| 653 | void Riftfront::FreezeConstraints(void){/*{{{*/
|
|---|
| 654 |
|
|---|
| 655 | /*Just set frozen flag to 1: */
|
|---|
| 656 | this->frozen=1;
|
|---|
| 657 |
|
|---|
| 658 | }
|
|---|
| 659 | /*}}}*/
|
|---|
| 660 | bool Riftfront::IsFrozen(void){/*{{{*/
|
|---|
| 661 |
|
|---|
| 662 | /*Just set frozen flag to 1: */
|
|---|
| 663 | if(this->frozen)return 1;
|
|---|
| 664 | else return 0;
|
|---|
| 665 | }
|
|---|
| 666 | /*}}}*/
|
|---|