** TEST OF REBAR: UNIAXIAL IN DIRECTION OF REBAR ** ELASTIC REBAR ** ** ORIENTATION OF REBAR: AT 30 AND -30 DEGREES FROM X-AXIS ** *HEADING UNIAXIAL TEST OF REBAR *PREPRINT,MODEL=YES ** ** TEST CASE 1) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 1, 0., 2. 2, 1., 2. 3, 1., 3. 4, 0., 3. *ORIENTATION,NAME=ORIENT2,SYSTEM=USER *NSET,NSET=BOT 1,2 *NSET,NSET=LEFT 1,4 *NSET,NSET=RIGHT 2,3 *NSET,NSET=TOP 3,4 *ELEMENT,TYPE=SFM3D4,ELSET=MEMB1 1, 1,2,3,4 *SURFACE SECTION,ELSET=MEMB1 *REBAR LAYER,ORI=ORIENT2 REBAR1,0.5,1.0,0,REBAR1,0,1 REBAR1_2,0.5,1.0,0,REBAR1,-60,1 *MATERIAL,NAME=REBAR1 *ELASTIC 2.E4, ** ** TEST CASE 2) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D4R ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 11, 2., 2. 12, 3., 2. 13, 3., 3. 14, 2., 3. *NSET,NSET=BOT 11,12 *NSET,NSET=LEFT 11,14 *NSET,NSET=RIGHT 12,13 *NSET,NSET=TOP 13,14 *ELEMENT,TYPE=SFM3D4R,ELSET=MEMB2 11, 11,12,13,14 *SURFACE SECTION,ELSET=MEMB2 *REBAR LAYER,ORI=ORIENT2 REBAR2,0.5,1.0,0,REBAR2,0,1 REBAR2_2,0.5,1.0,0,REBAR2,-60,1 *MATERIAL,NAME=REBAR2 *ELASTIC 2.E4, ** ** TEST CASE 3) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D8 ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 21, 4.0, 2. 22, 5.0, 2. 23, 5.0, 3. 24, 4.0, 3. 25, 4.5, 2. 26, 5.0, 2.5 27, 4.5, 3. 28, 4.0, 2.5 *NSET,NSET=BOT 21,22,25 *NSET,NSET=LEFT 21,24,28 *NSET,NSET=RIGHT 22,23,26 *NSET,NSET=TOP 23,24,27 *ELEMENT,TYPE=SFM3D8,ELSET=MEMB3 21, 21,22,23,24,25,26,27,28 *SURFACE SECTION,ELSET=MEMB3 *REBAR LAYER,ORI=ORIENT2 REBAR3,0.5,1.0,0,REBAR3,0,1 REBAR3_2,0.5,1.0,0,REBAR3,-60,1 *MATERIAL,NAME=REBAR3 *ELASTIC 2.E4, ** ** TEST CASE 4) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D8R ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 31, 6.0, 2. 32, 7.0, 2. 33, 7.0, 3. 34, 6.0, 3. 35, 6.5, 2. 36, 7.0, 2.5 37, 6.5, 3. 38, 6.0, 2.5 *NSET,NSET=BOT 31,32,35 *NSET,NSET=LEFT 31,34,38 *NSET,NSET=RIGHT 32,33,36 *NSET,NSET=TOP 33,34,37 *ELEMENT,TYPE=SFM3D8R,ELSET=MEMB4 31, 31,32,33,34,35,36,37,38 *SURFACE SECTION,ELSET=MEMB4 *REBAR LAYER,ORI=ORIENT2 REBAR4,0.5,1.0,0,REBAR4,0,1 REBAR4_2,0.5,1.0,0,REBAR4,-60,1 *MATERIAL,NAME=REBAR4 *ELASTIC 2.E4, ** ** TEST CASE 5) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D6 ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 41, 8.0, 2. 42, 9.0, 2. 43, 9.0, 3. 44, 8.0, 3. 45, 8.5, 2. 46, 9.0, 2.5 47, 8.5, 3. 48, 8.0, 2.5 49, 8.5, 2.5 *NSET,NSET=BOT 41,42,45 *NSET,NSET=LEFT 41,44,48 *NSET,NSET=RIGHT 42,43,46 *NSET,NSET=TOP 43,44,47 *ELEMENT,TYPE=SFM3D6,ELSET=MEMB5 41, 41,42,44,45,49,48 42, 42,43,44,46,47,49 *SURFACE SECTION,ELSET=MEMB5 *REBAR LAYER,ORI=ORIENT2 REBAR5,0.5,1.0,0,REBAR5,0,1 REBAR5_2,0.5,1.0,0,REBAR5,-60,1 *MATERIAL,NAME=REBAR5 *ELASTIC 2.E4, ** TEST CASE 6) ** MESH: 1 ELEMENT ** ELEMENT TYPE: SFM3D3 ** REBAR MATERIAL: ELASTIC ** ** *NODE,NSET=NALL 51, 10.0, 2. 52, 11.0, 2. 53, 11.0, 3. 54, 10.0, 3. *NSET,NSET=BOT 51,52 *NSET,NSET=LEFT 51,54 *NSET,NSET=RIGHT 52,53 *NSET,NSET=TOP 53,54 *ELEMENT,TYPE=SFM3D3,ELSET=MEMB6 51, 51,52,54 52, 52,53,54 *SURFACE SECTION,ELSET=MEMB6 *REBAR LAYER,ORI=ORIENT2 REBAR6,0.5,1.0,0,REBAR6,0,1 REBAR6_2,0.5,1.0,0,REBAR6,-60,1 *MATERIAL,NAME=REBAR6 *ELASTIC 2.E4, *ELSET,ELSET=EALL MEMB1,MEMB2,MEMB3,MEMB4,MEMB5,MEMB6 ***************** ** LINEAR STEP ** ***************** *STEP,PERTURBATION *STATIC *BOUNDARY NALL,3 LEFT,1 BOT,2 TOP,2 RIGHT,1,1, .001 ** ** TEST CASE 1) ** *EL PRINT,ELSET=MEMB1,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB1,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB1,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 2) ** *EL PRINT,ELSET=MEMB2,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB2,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB2,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 3) ** *EL PRINT,ELSET=MEMB3,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB3,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB3,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 4) ** *EL PRINT,ELSET=MEMB4,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB4,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB4,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 5) ** *EL PRINT,ELSET=MEMB5,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB5,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB5,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 6) ** *EL PRINT,ELSET=MEMB6,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB6,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB6,REBAR S,E,IVOL,RBFOR,RBANG,RBROT *END STEP ******************** ** NONLINEAR STEP ** ******************** *STEP,NLGEOM *STATIC 1., 1. *BOUNDARY NALL,3 LEFT,1 BOT,2 TOP,2 RIGHT,1,1, .001 ** ** TEST CASE 1) ** *EL PRINT,ELSET=MEMB1,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB1,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB1,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 2) ** *EL PRINT,ELSET=MEMB2,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB2,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB2,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 3) ** *EL PRINT,ELSET=MEMB3,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB3,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB3,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 4) ** *EL PRINT,ELSET=MEMB4,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB4,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB4,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 5) ** *EL PRINT,ELSET=MEMB5,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB5,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB5,REBAR S,E,IVOL,RBFOR,RBANG,RBROT ** ** TEST CASE 6) ** *EL PRINT,ELSET=MEMB6,REBAR S,E,SENER,IVOL,RBFOR,RBANG,RBROT *EL FILE,ELSET=MEMB6,REBAR S,E,ENER,IVOL,RBFOR,RBANG,RBROT *OUTPUT,FIELD *ELEMENT OUTPUT,ELSET=MEMB6,REBAR S,E,IVOL,RBFOR,RBANG,RBROT *ENDSTEP