RESEARCH ON AERODYNAMIC AND STRUCTURAL CHARACTERISTICS OF LARGE-SCALE WIND TURBINE BLADE WITH PITCHL FAULT UNDER THE CUT-OFF WIND SPEED by GAO Wei, WANG YuanBo, LAI RuHui, LIU ZhiWen, LIU YangGuang

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Study on the Structural Strength Assessment of Mega Offshore Wind Turbine Tower by Jianlun Jiang, Han Koo Jeong, Haoyu Dou

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Mechanical Stability Investigation of Advanced Composite Plates Resting on Elastic Foundations Using a New Four-Unknown Refined Theory by Yassine khalfi, Aboubakar Seddik BOUCHIKHI, Yassine BELLEBNA

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Mechanical stability investigation of advanced composite plates resting on elastic foundations using a new four-unknown refined theory by Yassine Khalfi, Aboubakar Seddik Bouchikhi, Yassine Bellebna

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Behaviour and design of extruded high-strength aluminium alloy SHS beam-columns by Beibei Li, Pengcheng He, Jingfeng Wang, Yuanqing Wang

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Nonlinear Finite Element Analysis and Comparison of In-Plane Strength of Circular and Parabolic Arched I-Section Cellular Steel Beam by Besukal Befikadu Zewudie

“…This article presents a numerical study using the finite element package ABAQUS to investigate the effect of arch axis geometry (circular and parabolic) and the impact of end support types on the in-plane inelastic buckling strength and buckling mode of I-section arched cellular steel beams. …”
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Experimental Study and Proposal to Improve the EWM Design of Cold-Formed Steel Lipped Channel Columns with Circular Holes under Axial Compression by Xingyou Yao

“…The interaction of the local buckling and the distortional buckling were observed for the short and intermediate columns, while the slender columns were controlled by the interaction of the local buckling, distortional buckling, and flexural buckling or flexural-torsional buckling. …”
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Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading by Iori Kanao, Tianrui He, Zheng Yu, Kiyotaka Morisako

“…For RBS beams, it is speculated that strength deterioration will be caused by lateral buckling and local buckling. Supplemental lateral bracing (SLB) can prevent lateral buckling but not prevent local buckling in the RBS portion. …”
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Study on the Axial Compression Postbuckling Similitude Model of the Stiffened Cylindrical Shell with Dimple Imperfections by Jiawei Ding, Xinkui Xing, Wei Yu, Wanxu Zhu

“…Limited by the test site and economic conditions, the buckling characteristics of such holders are generally studied through scale model experiments. …”
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INFLUENCE OF BOUNDARY CONDITION ON COMPRESSIVE STABILITY PERFORMANCE OF STIFFENED THIN-WALL PANEL by ZHANG HaoYu, HE YuTing, ZHANG Fei, SHAO Qing, FENG Yu

“…When loaded ends are simply supported,both buckling pattern and failure pattern vary with different unloaded edge boundary conditions,and buckling loads of panel with unloaded edges supported are bigger than that of panel with unloaded edge free.When loaded ends are clamped,both buckling pattern and buckling load are almost the same despite different unloaded edge boundary conditions,whereas carrying capabilities of panel with unloaded edges supported are bigger than that of panel with unloaded edge free.…”
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Determination of Modelling Error Statistics for Cold-Formed Steel Columns by R. P. Rokade, K. Balaji Rao, B. Palani

“…Hence, guidelines for the distortional buckling mode are not provided, whereas the AISI S100-16 (2016) and AS/NZS 4600: 2018 (2018) standards consider separate guidelines for distortional buckling mode and EN 1993-1-3:2006 (2006) standard considers combined local and distortional buckling mode. …”
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Mechanical Properties of Steel-FRP Composite Bars under Tensile and Compressive Loading by Zeyang Sun, Yu Tang, Yunbiao Luo, Gang Wu, Xiaoyuan He

“…There are three failure modes of SFCB under compressive loading: elastic buckling, postyield buckling, and no buckling (ultimate compressive strength is reached). …”
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Investigating Surface Effects on Thermomechanical Behavior of Embedded Circular Curved Nanosize Beams by Farzad Ebrahimi, Mohsen Daman

“…To investigate the surface effects on thermomechanical vibration and buckling of embedded circular curved nanosize beams, nonlocal elasticity model is used in combination with surface properties including surface elasticity, surface tension, and surface density for modeling the nanoscale effect. …”
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Penghitungan Beban Kritis pada Struktur Kolom Kontinu dengan Dua Bentangan akibat Pembebanan Secara Aksial by Eka Satria, Nusyirwan Nusyirwan, Muhammad Irfan

“…This paper is aimed to determine the critical buckling load of continous column with two spans under axial loading. …”
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Development of Anisogrid Lattice Composite Structures for Fighter Wing Applications by Muhammad Kusni, Bambang Kismono Hadi, Leonardo Gunawan, Hendri Syamsudin

“…The results show that flutter and buckling loads are no longer the critical loads in wing structural design but static load.…”
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Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression by Hongyuan Tang, Canjun Wang, Ruijiao Wang

“…The application of the CFRP strips results in increases in ultimate load capacity and, with the exception of the most heavily reinforced (2 plies at 50 and 100 mm), local buckling was observed prior to global buckling. To extend and better understand the experimental work, a companion analytical study was conducted. …”
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One-Time Roll-Forming Technology for High-Strength Steel Profiles with “日” Section by Jicai Liang, Chuandong Chen, Ce Liang, Yi Li, Guangyi Chen, Xiaoming Li, Aicheng Wang

“…Roll forming is an important processing method for the production of commercial vehicle anticollision beams, and edge buckling is one of the common defects in roll-forming process. …”
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Structural Stability and Dynamics of FGM Plates Using an Improved 8-ANS Finite Element by Weon-Tae Park

“…I investigate the vibration and buckling analysis of functionally graded material (FGM) structures, using a modified 8-node shell element. …”
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Penghitungan Beban Kritis pada Struktur Balok-Kolom Akibat Pembebanan Secara Aksial dan Lateral Berbasiskan Metode Beda Hingga by Eka Satria, N Nusyirwan, Deri Yunifki

“…This paper is aimed to determine the critical buckling load of the beam-column structures for practical applications. …”
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Strength of Flanged and Plain Cruciform Members by Nicholas Harris, Girum Urgessa

“…Cruciform members that are subjected to combined compression and bending are typically limited by torsional buckling unlike conventional compression members (such as W-shapes) that are typically limited by flexural (Euler) buckling about their local weak axis of bending. …”
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