李刚

个人信息Personal Information

教授

博士生导师

硕士生导师

任职 : 工业装备结构分析优化与CAE软件全国重点实验室主任、结构优化理论与应用国际联合研究中心主任

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:力学与航空航天学院

学科:工程力学. 计算力学. 结构工程. 车辆工程

办公地点:力学楼302

联系方式:0411-84707267 ligang@dlut.edu.cn

电子邮箱:ligang@dlut.edu.cn

扫描关注

论文成果

当前位置: 中文主页 >> 科学研究 >> 论文成果

Three-point bending deflection and failure mechanism map of sandwich beams with second-order hierarchical corrugated truss core

点击次数:

论文类型:期刊论文

发表时间:2017-01-01

发表刊物:JOURNAL OF SANDWICH STRUCTURES & MATERIALS

收录刊物:SCIE、EI

卷号:19

期号:1

页面范围:83-107

ISSN号:1099-6362

关键字:Sandwich beam; hierarchical corrugated truss core; three-point bending; correction factor; failure mechanism map

摘要:For sandwich beams with second-order hierarchical corrugated truss core under three-point bending, a correction factor of shear deflection was firstly proposed to improve the prediction accuracy of the bending analysis, which was verified by finite element analysis and compared with the original formula. Then, the failure modes of the sandwich beam under bending were analyzed, including four competing modes of the large struts (i.e. plastic yielding, buckling, wrinkling of facesheet, shear buckling) and two competing modes of the small struts (i.e. plastic yielding, buckling). Subsequently, the analytical expressions of critical load for each failure mode were derived. On this basis, the failure mechanism maps were constructed. Finally, several typical points from the map were selected and verified by finite element analysis, and a good agreement of predicted failure modes was observed.