Buckling of Bulk Structures With Finite Prebuckling Deformation
Zhao HY(赵宏宇)2,3; Su YW(苏业旺)1,2,3
刊名JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME
2022-05-01
卷号89期号:5页码:16
关键词buckling finite deformation mechanics stretchable electronics an elastic semi-plane solid an elastic rectangular solid
ISSN号0021-8936
DOI10.1115/1.4053726
通讯作者Su, Yewang(yewangsu@imech.ac.cn)
英文摘要The prebuckling deformation of structures is neglected in most of the conventional buckling theory (CBT) and numerical method (CNM), because it is usually very small in conventional concepts. In the preceding paper (Su et al., 2019), we found a class of structures from the emerging field of stretchable electronics, of which the prebuckling deformation became large and essential for determining the critical buckling load, and developed a systematic buckling theory for 3D beams considering the effects of finite prebuckling deformation (FPD). For bulk structures that appear vastly in the advanced structures, a few buckling theories consider the effects of the prebuckling deformation in constitutive equations by energy method, which are significantly important but not straightforward and universal enough. In this paper, a systematic and straightforward theory for the FPD buckling of bulk structures is developed with the use of two constitutive models. The variables for the prebuckling deformation serve as the coefficients of the incremental displacements, deformation components, and stress in the buckling analysis. Four methods, including the CBT, CNM, DLU (disturbing-loading-unloading method) method and FPD buckling theory, are applied to the classic problems, including buckling of an elastic semi-plane solid and buckling of an elastic rectangular solid, respectively. Compared with the accurate buckling load from the DLU method, the FPD buckling theory is able to give a good prediction, while the CBT and CNM may yield unacceptable results (with 70% error for the buckling of an elastic semi-plane solid).
分类号一类/力学重要期刊
资助项目National Natural Science Foundation of China[12172359] ; National Natural Science Foundation of China[11772331] ; National Natural Science Foundation of China[11572323] ; Beijing Municipal Science and Technology Commission[Z191100002019010] ; Beijing Municipal Natural Science Foundation[2202066] ; Key Research Program of Frontier Sciences of the Chinese Academy of Sciences[ZDBS-LY-JSC014] ; CAS Interdisciplinary Innovation Team[JCTD-2020-03] ; Strategic Priority Research Program of the Chinese Academy of Sciences[XDB22040501] ; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology[GZ19102]
WOS关键词NONLINEAR STABILITY ANALYSIS ; THIN-FILMS ; POSTBUCKLING ANALYSIS ; SURFACE INSTABILITY ; COMPLIANT SUBSTRATE ; MECHANICS ; BIFURCATION ; BEHAVIOR ; WRINKLES ; BEAMS
WOS研究方向Mechanics
语种英语
WOS记录号WOS:000777735100002
资助机构National Natural Science Foundation of China ; Beijing Municipal Science and Technology Commission ; Beijing Municipal Natural Science Foundation ; Key Research Program of Frontier Sciences of the Chinese Academy of Sciences ; CAS Interdisciplinary Innovation Team ; Strategic Priority Research Program of the Chinese Academy of Sciences ; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology
其他责任者Su, Yewang
内容类型期刊论文
源URL[http://dspace.imech.ac.cn/handle/311007/88817]  
专题力学研究所_非线性力学国家重点实验室
作者单位1.Dalian Univ Technol, Dept Engn Mech, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China;
3.Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech, Beijing 100190, Peoples R China;
推荐引用方式
GB/T 7714
Zhao HY,Su YW. Buckling of Bulk Structures With Finite Prebuckling Deformation[J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME,2022,89(5):16.
APA 赵宏宇,&苏业旺.(2022).Buckling of Bulk Structures With Finite Prebuckling Deformation.JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME,89(5),16.
MLA 赵宏宇,et al."Buckling of Bulk Structures With Finite Prebuckling Deformation".JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME 89.5(2022):16.
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