DEVELOPING FINITE ELEMENT COMPUTER PROGRAM FOR ELASTO-PLASTIC ROCK MODELING IN GEOMECHANICS ENGINEERING
Constitutive Law or Stress-Strain Relationship is one of the basic equations in finite element method. For soil/rock, this is non-linear and material models are required. One of them is strain hardening elasto-plastic material model [CHEN and BALADI (1985)] The objective of this research is to devel...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/1457 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |