A paradigmatic system for non-classic interactive buckling

2021 ◽  
Vol 134 ◽  
pp. 103735
Author(s):  
Manuel Ferretti ◽  
Simona Di Nino ◽  
Angelo Luongo
Keyword(s):  
Interactive Buckling

Local–overall interactive buckling behaviour of 800 MPa high-strength steel welded H-section members under axial compression

2021 ◽  
Vol 164 ◽  
pp. 107793
Author(s):  
Xianlei Cao ◽  
Rui Zhong ◽  
Yong Xu ◽  
Chao Cheng ◽  
Shitong Liu ◽  
...  
Keyword(s):  
Axial Compression ◽  
High Strength Steel ◽  
High Strength ◽  
Interactive Buckling

Interactive buckling of an inflated envelope under mechanical and thermal loads

2016 ◽  
Vol 33 (1) ◽  
pp. 159-172 ◽  
Author(s):  
C. G. Wang ◽  
M. X. Liu ◽  
H. F. Tan
Keyword(s):  
Thermal Loads ◽  
Interactive Buckling

Elastic interactive buckling strength of corrugated steel shear wall under pure shear force

2017 ◽  
Vol 26 (8) ◽  
pp. e1357 ◽  
Author(s):  
Leila Hosseinzadeh ◽  
Massood Mofid ◽  
Armin Aziminejad ◽  
Fereshteh Emami
Keyword(s):  
Shear Force ◽  
Pure Shear ◽  
Shear Wall ◽  
Buckling Strength ◽  
Steel Shear Wall ◽  
Interactive Buckling

Behavior and Design of Web-Slotted Cold-Formed Channels Experiencing Local-Distortional-Global Interactive Buckling

2013 ◽  
Vol 351-352 ◽  
pp. 747-752
Author(s):  
Shuai Liu ◽  
Qi Jie Ma ◽  
Pei Jun Wang
Keyword(s):  
Effective Width ◽  
The Finite Element Method ◽  
Distortional Buckling ◽  
Buckling Mode ◽  
Geometric Imperfection ◽  
Interactive Behavior ◽  
Buckling Behavior ◽  
Initial Geometric Imperfection ◽  
Interactive Buckling ◽  
Shed Light

This article aims to shed light on the nonlinear local-distortional-global interactive behavior of web-slotted channel columns by use of the finite element method. The effects of three kinds of initial geometric imperfection based on different distortional buckling mode were evaluated. It indicates that different distortional buckling mode does little difference on the nonlinear interactive buckling behavior of web-slotted channels. Based on the extensive parametric study, some modifications were made to the traditional Effective Width Method for the practical design of web-slotted channel columns undergoing local-distortional-global interactive buckling.

Experiments on interactive buckling in optimized stiffened panels

2001 ◽  
Vol 23 (1) ◽  
pp. 40-48 ◽  
Author(s):  
R. Butler ◽  
M. Lillico ◽  
G.W. Hunt ◽  
N.J. McDonald
Keyword(s):  
Stiffened Panels ◽  
Interactive Buckling

scholarly journals The Influence of the Internal Forces of the Buckling Modes on the Load-Carrying Capacity of Composite Medium-Length Beams under Bending

Materials ◽  
2020 ◽  
Vol 13 (2) ◽  
pp. 455 ◽  
Author(s):  
Monika Zaczynska ◽  
Zbigniew Kolakowski
Keyword(s):  
Carrying Capacity ◽  
Internal Force ◽  
Load Carrying Capacity ◽  
Buckling Modes ◽  
Reinforced Polymer ◽  
Glass Fiber Reinforced ◽  
Load Carrying ◽  
Internal Forces ◽  
The Individual ◽  
Interactive Buckling

The distribution of the internal forces corresponding to the individual buckling modes of lip-channel (LC) beams is investigated using the Semi Analytical Method (SAM) and the Finite Element Method (FEM). Channel section beams made of 8-layered GFRP (Glass Fiber Reinforced Polymer) laminate with three different layer arrangements were considered. The effect of the internal forces on the non-linear first-order coefficients corresponding to the interactive buckling was also studied. Moreover, distributions of the internal forces corresponded to the loading, leading to structure failure for which the load-carrying capacity was determined. The results indicated a high influence of the Nx internal force component on the buckling loads and load-carrying capacity of the LC-beams.

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