scholarly journals STUDY ON ESTIMATION METHOD OF ELASTO-PLASTIC BUCKLING STRENGTH OF SINGLE LAYER RETICULATED DOMES UNDER INTERMEDIATE LOADINGS

2002 ◽  
Vol 67 (562) ◽  
pp. 67-74 ◽  
Author(s):  
Shiro KATO ◽  
Jong Min KIM
Keyword(s):  
Estimation Method ◽  
Single Layer ◽  
Plastic Buckling ◽  
Buckling Strength ◽  
Reticulated Domes

Elasto-Plastic Buckling Analysis of Rigidly Jointed Single Layer Reticulated Domes

1992 ◽  
Vol 7 (4) ◽  
pp. 363-368 ◽  
Author(s):  
Toshiro Suzuki ◽  
Toshiyuki Ogawa ◽  
Kikuo Ikarashi
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Parametric Study ◽  
Static Load ◽  
Single Layer ◽  
Plastic Buckling ◽  
Nonlinear Buckling ◽  
Numerical Formulation ◽  
Reticulated Domes ◽  
Shell Geometry

The purpose of this paper is to examine the elasto-plastic buckling behaviours of a rigidly jointed single layer reticulated dome to a static load applied at its centre. The numerical formulation is based on the incremental finite element method incorporating geometric and material nonlinearities. The buckling behaviour is investigated in regard to the shell geometry, the member property and the material property. The nonlinear buckling load and the deformation of the dome are discussed based on parametric study.

Vulnerability and Risk Assessment of Single-Layer Reticulated Domes Subjected to Earthquakes

2012 ◽  
Vol 138 (12) ◽  
pp. 1505-1514 ◽  
Author(s):  
X. D. Zhi ◽  
G. B. Nie ◽  
F. Fan ◽  
S. Z. Shen
Keyword(s):  
Risk Assessment ◽  
Single Layer ◽  
Reticulated Domes

Failure modes and failure mechanisms of single-layer reticulated domes subjected to interior blasts

2018 ◽  
Vol 132 ◽  
pp. 208-216 ◽  
Author(s):  
Jialu Ma ◽  
Feng Fan ◽  
Lingxin Zhang ◽  
Chengqing Wu ◽  
Xudong Zhi
Keyword(s):  
Failure Modes ◽  
Failure Mechanisms ◽  
Single Layer ◽  
Reticulated Domes

Buckling Strength of Pressurized Cylindrical Shells under Axial Compression

2014 ◽  
Vol 638-640 ◽  
pp. 1750-1753
Author(s):  
Yu Chao Zheng ◽  
Yang Yan ◽  
Pei Jun Wang
Keyword(s):  
Numerical Simulation ◽  
Internal Pressure ◽  
Axial Compression ◽  
Parametric Study ◽  
Shell Thickness ◽  
Steel Shell ◽  
Plastic Buckling ◽  
Buckling Strength ◽  
Elastic Plastic ◽  
Steel Strength

A systematic parametric study was carried out to investigate the elastic and elastic-plastic buckling behaviors of imperfect steel shell subject to axial compression and internal pressure. Studied parameters include the magnitude of internal pressure, steel strength, and ratio of cylinder radius to shell thickness. Design equations were proposed for calculating the elastic and elastic-plastic buckling strength of imperfect steel shells under combination of axial compression and internal pressure. The buckling strength predicated by proposed equations agrees well with that from the numerical simulation.

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