Based on adjustmentofmodel parameters in finite element analysis, the influence of brittle property of high strength concrete on the shear capacity was analyzed.
通过有限元模型的参数调整进行了数值模拟,定量分析了高强混凝土脆性对节点受剪承载能力的影响。
2
For width of carbon steel, problem of strip head and tail width narrowing was solved effectively through optimizing adjustmentofmodel parameter, and strip width accuracy was improved.