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Published:2015
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[1]岳健广,钱江,镇东,李涛.某大型混合结构中关键构件的力学行为研究[J].防灾减灾工程学报,2015,35(05):630-636.
岳健广, 钱江, 镇东, et al. Mechanical Behavior Analysis of the Important Members in One Large Hybrid Structure[J]. 2015, 35(5): 630-636.
[1]岳健广,钱江,镇东,李涛.某大型混合结构中关键构件的力学行为研究[J].防灾减灾工程学报,2015,35(05):630-636. DOI: 10.13409/j.cnki.jdpme.2015.05.012.
岳健广, 钱江, 镇东, et al. Mechanical Behavior Analysis of the Important Members in One Large Hybrid Structure[J]. 2015, 35(5): 630-636. DOI: 10.13409/j.cnki.jdpme.2015.05.012.
大型结构中关键构件的力学性能对整体结构的安全性影响重大
但其受力状态复杂
目前的试验条件尚难准确模拟复杂构件的边界条件。鉴于整体有限元模型可以近似模拟结构中构件真实的受力状态
利用单元耦合技术
提出了整体结构中关键构件的模拟计算方法
对某大空间竖向混合结构中的关键构件进行了精细模拟
通过整体计算分析了该结构中Y型混合柱、屋盖下弦节点在复杂受力状态下的力学行为
并以模型试验结果和一般数值计算方法验证了该方法的准确性。提出的方法可为复杂构件力学性能的研究提供参考。
Some key members of a large structure have great impact on the structural behavior.However it always is in a complicated loading state
so the experimental technique cannot realize this loading state now.For the structural finite element model could supple approximately the true loading states of the members
a new simulation technique for the complex member is proposed in this paper on the basis of the element coupling technique.In this paper
some key members in a large structure are simulated in micro-scale.Through the structure global computation
the mechanical behavior of Y-type hybrid column and lower chord joint are analyzed.The validity of this method is verified by the comparison with the test and a general finite element model.It shows the proposed method could be used for the mechanical behavior analysis of complex members.
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