排序方式: 共有73条查询结果,搜索用时 13 毫秒
71.
钢管混凝土柱-钢梁节点的力学性能分析 总被引:1,自引:0,他引:1
基于弹塑性有限元理论建立了钢管混凝土柱-钢梁节点荷载-位移全过程非线性有限元模型,在单元分析中采用改进的AUL表述推导得到梁柱单元刚度矩阵方程,同时考虑了材料的物理非线性和单元的几何非线性,并编制了非线性有限元程序NLFEACFST。采用该模型对相关研究者和作者进行的节点试验进行了分析,理论计算结果与试验结果比较表明,该模型具有很好的适用性和精度。在理论分析模型得到试验结果验证的基础上,对典型的中柱节点进行了荷载-位移全过程非线性特性分析,并对影响节点承载力和荷载-位移骨架曲线的因素进行了参数分析,为进一步从理论研究钢管混凝土框架结构的力学性能创造了条件。 相似文献
72.
Analysis of temperature profiles of thermo-optic waveguides 总被引:1,自引:0,他引:1
The temperature profiles of thermo-optic waveguides are analyzed by the finite element method. The heat generated by a thin-film heater causes the temperature of a nearby waveguide to increase. The analysis results show that thermal coupling is a function of the waveguide spacing and depth. Thermal coupling increases with the waveguide depth but decreases with the waveguide spacing. Thermal coupling could be reduced by placing a cooler on the adjacent waveguide or etching a deep trench between the waveguides. The cooler can reduce the coupling, but it is not effective for deep waveguides. For the trenched structure, the temperature of the heated waveguide increases as the trench depth increases; however, the temperature of the nearby waveguide will decrease. 相似文献
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