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18 参数随机场相关长度对计算结果的影响 |
| Fig.18 Influence of correlation length of parameter random field on calculation results |
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