Elliptical Thick板块椭圆厚板顶部受正常压力可研究常压固态(词形1)、完全集成S/R固态(词形2和-1)和8点加固态(词形18)之间的差异例4由JamesM介绍性LS-DYNA用户手册肯尼迪市//www.cannycloudtech.com/introduction/Introduction/example-04//www.cannycloudtech.com/@@site-logo/LS-DYNA-Examples-Logo480x80.png
Elliptical Thick板块
椭圆厚板顶部受正常压力可研究常压固态(词形1)、完全集成S/R固态(词形2和-1)和8点加固态(词形18)之间的差异例4由JamesM介绍性LS-DYNA用户手册肯尼迪市
*CONTROL_IMPLICIT_GENERAL *CONTROL_IMPLICIT_SOLUTION *CONTROL_IMPLICIT_SOLVER解析*Database_BIAR_D3BART*Database_ELOUT*DatabASE_EXTENT_BIARI*DATBASE_HISY_SOLID*DEFINE_CURVE*EED*ED*KEYWORD*LOAD_SEGET*MAT_LACET*NOD*SOLID*TITLE
*KEYWORD *TITLE Elliptical Thick Plate under Normal Pressure (fine mesh) *CONTROL_IMPLICIT_GENERAL 1 0.100000 2 0 2 *CONTROL_IMPLICIT_SOLUTION 1 11 15 0.001000 0.010000 1.00e+10 0.900000 1.00e-10 *CONTROL_IMPLICIT_SOLVER 4 2 2 0 0 0.0 0 0.0 2 *CONTROL_TERMINATION 1.000000 0 0.0 0.0 0.0 *DATABASE_ELOUT 1.0000E-9 0 0 *DATABASE_BINARY_D3PLOT 1.000000 *DATABASE_EXTENT_BINARY 8 1.0 stress stress *DATABASE_HISTORY_SOLID 1 17 33 49 *DEFINE_CURVE 1 0 0.0 0.0 0.0 0.0 0.0 0.0 1.00000000 1.0000000e+06 *ELEMENT_SOLID *NODE *PART 1 1 1 *SECTION_SOLID 1 1 1 *MAT_ELASTIC 1 7800.000 2.100e+11 0.300000 0.0 0.0 0.0 *LOAD_SEGMENT 1 1.000000 0.0 77 87 89 79 1 1.000000 0.0 79 89 91 81 1 1.000000 0.0 81 91 93 83 1 1.000000 0.0 83 93 95 85 1 1.000000 0.0 87 97 99 89 1 1.000000 0.0 89 99 101 91 1 1.000000 0.0 91 101 103 93 1 1.000000 0.0 93 103 105 95 1 1.000000 0.0 97 107 109 99 1 1.000000 0.0 99 109 111 101 1 1.000000 0.0 101 111 113 103 1 1.000000 0.0 103 113 115 105 1 1.000000 0.0 107 117 119 109 1 1.000000 0.0 109 119 121 111 1 1.000000 0.0 111 121 123 113 1 1.000000 0.0 113 123 125 115 1 1.000000 0.0 85 95 195 187 1 1.000000 0.0 187 195 197 189 1 1.000000 0.0 189 197 199 191 1 1.000000 0.0 191 199 201 193 1 1.000000 0.0 95 105 203 195 1 1.000000 0.0 195 203 205 197 1 1.000000 0.0 197 205 207 199 1 1.000000 0.0 199 207 209 201 1 1.000000 0.0 105 115 211 203 1 1.000000 0.0 203 211 213 205 1 1.000000 0.0 205 213 215 207 1 1.000000 0.0 207 215 217 209 1 1.000000 0.0 115 125 219 211 1 1.000000 0.0 211 219 221 213 1 1.000000 0.0 213 221 223 215 1 1.000000 0.0 215 223 225 217 1 1.000000 0.0 193 201 295 287 1 1.000000 0.0 287 295 297 289 1 1.000000 0.0 289 297 299 291 1 1.000000 0.0 291 299 301 293 1 1.000000 0.0 201 209 303 295 1 1.000000 0.0 295 303 305 297 1 1.000000 0.0 297 305 307 299 1 1.000000 0.0 299 307 309 301 1 1.000000 0.0 209 217 311 303 1 1.000000 0.0 303 311 313 305 1 1.000000 0.0 305 313 315 307 1 1.000000 0.0 307 315 317 309 1 1.000000 0.0 217 225 319 311 1 1.000000 0.0 311 319 321 313 1 1.000000 0.0 313 321 323 315 1 1.000000 0.0 315 323 325 317 1 1.000000 0.0 117 387 389 119 1 1.000000 0.0 119 389 391 121 1 1.000000 0.0 121 391 393 123 1 1.000000 0.0 123 393 395 125 1 1.000000 0.0 387 397 399 389 1 1.000000 0.0 389 399 401 391 1 1.000000 0.0 391 401 403 393 1 1.000000 0.0 393 403 405 395 1 1.000000 0.0 397 407 409 399 1 1.000000 0.0 399 409 411 401 1 1.000000 0.0 401 411 413 403 1 1.000000 0.0 403 413 415 405 1 1.000000 0.0 407 417 419 409 1 1.000000 0.0 409 419 421 411 1 1.000000 0.0 411 421 423 413 1 1.000000 0.0 413 423 425 415 1 1.000000 0.0 125 395 475 219 1 1.000000 0.0 219 475 477 221 1 1.000000 0.0 221 477 479 223 1 1.000000 0.0 223 479 481 225 1 1.000000 0.0 395 405 483 475 1 1.000000 0.0 475 483 485 477 1 1.000000 0.0 477 485 487 479 1 1.000000 0.0 479 487 489 481 1 1.000000 0.0 405 415 491 483 1 1.000000 0.0 483 491 493 485 1 1.000000 0.0 485 493 495 487 1 1.000000 0.0 487 495 497 489 1 1.000000 0.0 415 425 499 491 1 1.000000 0.0 491 499 501 493 1 1.000000 0.0 493 501 503 495 1 1.000000 0.0 495 503 505 497 1 1.000000 0.0 225 481 555 319 1 1.000000 0.0 319 555 557 321 1 1.000000 0.0 321 557 559 323 1 1.000000 0.0 323 559 561 325 1 1.000000 0.0 481 489 563 555 1 1.000000 0.0 555 563 565 557 1 1.000000 0.0 557 565 567 559 1 1.000000 0.0 559 567 569 561 1 1.000000 0.0 489 497 571 563 1 1.000000 0.0 563 571 573 565 1 1.000000 0.0 565 573 575 567 1 1.000000 0.0 567 575 577 569 1 1.000000 0.0 497 505 579 571 1 1.000000 0.0 571 579 581 573 1 1.000000 0.0 573 581 583 575 1 1.000000 0.0 575 583 585 577 *END
- ex_04_solid_elform_1_8x12x4_mesh.k.gz
- ex_04_solid_elform_1_8x12x4_mesh.k.zip
- ex_04_solid_elform_2_8x12x4_mesh.k.gz
- ex_04_solid_elform_2_8x12x4_mesh.k.zip
- ex_04_solid_elform_18_8x12x4_mesh.k.gz
- ex_04_solid_elform_18_8x12x4_mesh.k.zip
- ex_04_solid_elform_-1_8x12x4_mesh.k.gz
- ex_04_solid_elform_-1_8x12x4_mesh.k.zip