Both models underestimate concrete compressive strain amplitudes when bridge piers fail, but fiber element is a little better than simplified plastic hinge model.
所有模型都很大程度低估了桥墩破坏时的混凝土压应变幅值,纤维模型要略好于简化塑性铰模型。
参考来源 - 钢筋混凝土桥墩抗震性态数值评价与试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
在压应变作用下构建组织工程化软骨。
To investigate the effect of compressive strain on tissue engineered cartilage construction in vitro.
给出了钢筋拉应变、混凝土压应变的试验结果。
The experimental results of steel bar tension strain and concrete compression strain are given.
研究还发现，体外索应力与混凝土翼板最大压应变有密切的关系。
It is also found that there is a close relationship between the stress in external tendon and the maximum compressive strain of the concrete flange slab.
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