基于ANSYS的秸秆重组材梁的有限元分析  

Finite Element Analysis of Straw Reconstituted Timber Beam Based on ANSYS

作　　者：翟莲[1] 林天成[1] 彭东旭[1] 田伟[1] 

机构地区：[1]吉林建筑大学土木工程学院,吉林长春130118

出　　处：《四川建材》2017年第12期78-79,共2页Sichuan Building Materials

基　　金：吉林建筑大学博士科研启动基金,秸秆重组材简支梁的受弯及受剪性能研究(校字861190)

摘　　要：本文通过运用有限元软件ANSYS16.0对在静力荷载作用下的秸秆重组材梁进行线弹性有限元分析。通过对比有限元分析与材料力学的计算结果,验证了建模的正确性,也为后续试验研究和实际应用提供依据。In this paper,the elastic and elastoplastic finite element analysis of the straw beam under static load is carried out by using ANSYS16. 0. The correctness of modeling is verified by comparing the results of finite element analysis and material mechanics.The stress-strain relationship of the composite beam of straw is analyzed,and the purpose is to provide the theoretical basis for the next practical application of the project.

关 键 词：秸秆重组材梁 ANSYS 有限元 

分 类 号：TS653[轻工技术与工程]