摘要
用实体退化虚拟层合单元法 ,建立多层复合板单元模型 ,对撑架连续板桥加固方案进行研究。计算结果证明 ,实体退化虚拟层合单元具有计算精度高、单元划分和模型建立简单、方便灵活等优点 ,具有很高的工程使用价值。同时 ,又证明了该加固方案的合理性和可行性。
To finish the spatial analysis of continuous supporting frame plate bridge,the method of virtual laminated element(MOVLE) was offered to build a model of laminated element.From calculation results,the advantage of MOVLE such as the best calculation accuracy,sample element division and model building is put forward. It is a good method for confirming old bridge reasonably and usefully.
出处
《长安大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2002年第2期35-38,共4页
Journal of Chang’an University(Natural Science Edition)
关键词
撑架连续板桥
虚拟层合单元
加固
空间分析
continuous spupporting frame plate bridge
the method of virtual laminated element
reinforce