Results 71 to 80 of about 1,000,097 (165)
Lateral-Torsional Buckling of General Cold-Formed Steel Beams [PDF]
, 2016 The design of unbraced cold-formed steel beams must consider lateral-torsional buckling due to the low torsional stiffness associated with open cross-sections.
Glauz, Robert S.
core +1 more source
Polymer Composites, Volume 47, Issue 21, Page 19595-19611, 10 November 2026.Post‐buckling torsional response of carbon fiber (a) and intraply carbon/aramid hybrid (b) composites, revealing yarn‐level interaction beyond macro‐scale modeling limits. ABSTRACT This study investigates the buckling and post‐buckling performance of Carbon Fiber Reinforced Epoxy (CFRE) and intraply Carbon/Aramid Fabric Reinforced Epoxy (C/AFRE ...
G. E. Guloglu, B. Akış
wiley +1 more source
Journal of Materials and Engineering Structures, 2022 The present paper successfully develops a closed form solution based on a shear deformation theory for elastic lateral-torsional buckling analyses of simply supported thin-walled steel beams.
Bui Tien THANH +2 more
doaj
Advanced Engineering Materials, Volume 28, Issue 21, 4 November 2026.CT‐based finite element simulations combined with in situ X‐ray computed tomography are used to analyze insert pull‐out in nickel‐coated polymer foams. Despite variations in material parameters, deformation consistently concentrates within a narrow annular region around the insert.
Yannik Bautz +4 more
wiley +1 more source
Strength of Flanged and Plain Cruciform Members
Advances in Civil Engineering, 2018 There are two different types of cruciform members used in practice. Flanged cruciform sections are typically fabricated from two hot-rolled WT sections welded to the web of a standard hot-rolled I section, whereas plain cruciform sections are typically ...
Nicholas Harris, Girum Urgessa
doaj +1 more source
Engineering Reports, Volume 8, Issue 11, November 2026.This review provides a comprehensive assessment of glass fiber‐reinforced polymer (GFRP) structural systems, covering mechanical behavior, durability, structural applications, sustainability, advanced characterization techniques, and emerging technologies.
Mohammed Jalal Al‐Ezzi +2 more
wiley +1 more source
Lateral torsional buckling behaviour of cold-formed steel beams at elevated temperatures [PDF]
, 2011 : This paper presents the details of a study into the behaviour and moment capacities of cold-formed steel lipped channel beams (LCB) subject to lateral-torsional buckling at elevated temperatures.
Mahendran, Mahen +1 more
core
, 2022 This paper investigates the lateral-torsional buckling of functionally graded porous (FGP) circular arches with an I-section made of graphene platelets reinforced composites (GPLRC) under an arbitrary radial concentrated load, which has not been reported
Jiyang Fu (4613245) +3 more
core
工程科学与技术, 2015 :Based on the buckling theory of thin-walled members and the total potentials of cold-formed Z and C purlins whose lateral restraints are ignored,the formulae of rotation and lateral displacement of the purlins were obtained under wind suction on the ...
刘逸祥, 童根树, 张磊
doaj
International Journal for Computational Civil and Structural EngineeringThis paper presents a contribution to the study of the stability of steel trusses. The paper proposes an analytical model for the determination of the buckling length coefficient of the truss N by the lateral torsional buckling approach.
Dalila Boukhalfa +3 more
doaj +1 more source