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...
محفوظ في:
| المؤلف الرئيسي: | |
|---|---|
| التنسيق: | Theses |
| اللغة: | Indonesia |
| الوصول للمادة أونلاين: | https://digilib.itb.ac.id/gdl/view/1457 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
| المؤسسة: | Institut Teknologi Bandung |
| اللغة: | Indonesia |