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

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成果类型:
期刊论文
作者:
Li, Gang;Fang, Yaochu;Hao, Peng*;Li, Zhaokai
通讯作者:
Hao, Peng
作者机构:
[Li, Gang; Li, Zhaokai; Hao, Peng] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dept Engn Mech, Dalian, Peoples R China.
[Fang, Yaochu] Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.
通讯机构:
[Hao, Peng] D
Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dept Engn Mech, Dalian, Peoples R China.
语种:
英文
关键词:
Bending (forming);Composite beams and girders;Failure (mechanical);Failure modes;Finite element method;Sandwich structures;Struts;Trusses;Correction factors;Failure mechanism;Sandwich beams;Three point bending;Truss core;Buckling
期刊:
Journal of Sandwich Structures & Materials
ISSN:
1099-6362
年:
2017
卷:
19
期:
1
页码:
83-107
基金类别:
This study was funded by the National Basic Research Program of China (Grant Nos. 2014CB046506 and 2014CB046803), the National Natural Science Foundation of China (Grant Nos. 11372061, 11402049 and 91315301), the Project funded by China Postdoctoral Science Foundation (Grant No. 2014M551070), and the Fundamental Research Funds for the Central Universities (Grant No. DUT14RC(3)028).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
For sandwich beams with second-order hierarchical corrugated truss core under threepoint 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...

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