基于一类非局部宏-微观损伤模型的混凝土典型试件力学行为模拟1)
SIMULATION OF BEHAVIOUR OF TYPICAL CONCRETE SPECIMEMS BASED ON A NONLOCAL MACRO-MESO-SCALE CONSISTENT DAMAGE MODEL1)
基于一类非局部宏-微观损伤模型的混凝土典型试件力学行为模拟1) |
| 任宇东, 陈建兵 |
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SIMULATION OF BEHAVIOUR OF TYPICAL CONCRETE SPECIMEMS BASED ON A NONLOCAL MACRO-MESO-SCALE CONSISTENT DAMAGE MODEL1) |
| Ren Yudong, Chen Jianbing |
| 图15 临界伸长量随机场样本 |
| Fig.15 Samples of critical elongation quantity random field |
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