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Modified Easley formula for elastic critical global shear buckling stress of corrugated steel webs considering real boundary conditions [PDF]

open access: yesScientific Reports
The real juncture between corrugated steel webs (CSWs) and flanges follows a multi-segmented line, distinct from that of flat steel webs. Classic methods may yield significant deviations in predicting the elastic global shear buckling capacity of CSWs of
Zhaojie Tong   +4 more
doaj   +2 more sources

Explicit Buckling Analysis of Rotationally Restrained Plates on Rigid Base Under Various Loading Conditions

open access: yesShanghai Jiaotong Daxue xuebao, 2022
In order to investigate the unilateral buckling behavior of rectangular plates with different elastic rotational restraint stiffnesses on the rigid foundation, the buckling of rectangular plates with elastic rotation constraints on the rigid foundation ...
WU Tao, MO Shixu, XIANG Yongbin, ZOU Zequn, ZHENG Yan
doaj   +1 more source

Theoretical analysis of shear buckling stress in torsion of thin-walled square cross-section beams

open access: yesNihon Kikai Gakkai ronbunshu, 2023
Thin high-strength steel sheets are increasingly being applied to vehicle frames in order to increase the strength and reduce the weight. The thinner the plate, the more likely it is to occur buckling.
Katsuya FURUSU, Tatsuyuki AMAGO
doaj   +1 more source

Buckling of sheared and compressed microfibrils [PDF]

open access: yesJournal of The Royal Society Interface, 2010
In this paper, we study the stability of an initially straight elastic fibril clamped at one end, while the other end is subjected to a constant normal compressive force and a prescribed shear displacement. We found the buckling load of a sheared fibril to be always less than the Euler buckling load. Furthermore, if the end of the fibril loses adhesion,
Nichole, Nadermann   +3 more
openaire   +2 more sources

Experimental and Numerical Studies on the Shear Stability of Ship’s Thin Plates

open access: yesPolish Maritime Research, 2022
The stability of thin plate plays an important role in the design and strength check of ship structure. In order to study the shear stability of ship’s thin plates, in-plane shear buckling tests were carried out using a picture frame fixture and a 3D ...
Li Xiaowen   +4 more
doaj   +1 more source

Numerical Study on Elastic Buckling Behavior of Diagonally Stiffened Steel Plate Walls under Combined Shear and Non-Uniform Compression

open access: yesMetals, 2022
Unstiffened steel plate walls (SPWs) are prone to buckling in practical engineering and will invariably be subjected to vertical loads. The use of stiffeners can improve the buckling behavior of thin plates.
Yuqing Yang, Zaigen Mu, Boli Zhu
doaj   +1 more source

Shear buckling of ship plates with different holes

open access: yesMechanics & Industry, 2022
Based on the first-order shear deformation theory, numerical methods and mechanical experiments, the shear buckling characteristics of hull plates with different holes are investigated.
Zhu Zhaoyi   +3 more
doaj   +1 more source

Elastic Buckling of Prismatic Web Plate under Shear with Simply-Supported Boundary Conditions

open access: yesBuildings, 2023
This study aims to investigate the local elastic buckling behavior of simply-supported prismatic web plates under pure shear loading. Comprehensive finite element analysis is conducted to analyze the effects of various geometric parameters, such as ...
Ramy I. Shahin   +2 more
doaj   +1 more source

Numerical and Experimental Study on the Member Performance and Stability Bearing Capacity of Wheel Coupler Formwork Supports

open access: yesApplied Sciences, 2022
To evaluate the performance of wheel coupler formwork support components, the bearing capacity of the horizontal bar, the shear capacity of the wheel, the shear capacity of the sleeve, and the stability bearing capacity of the single- and double-layer ...
Qi Chu   +8 more
doaj   +1 more source

Global Buckling Experiments on Sandwich Columns with Soft Shear Cores

open access: yesElectronic Journal of Structural Engineering, 2011
Several failure modes for sandwich columns under compression are said to be possible with shear crimping or shear buckling suggested for short columns with soft shear cores.
Mario M. Attard
doaj   +1 more source

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