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Shear Lag Effect In The Numerical Experiment
Archives of Civil Engineering, 2015 The standard PN-EN 1993-1-5: 2008 (Eurocode 3) compared with the standard (PN-B-03200: 1990) used previously in Poland, introduces extended rules referring to the computations of the bearing capacity of the plated structural elements including the shear ...
Szumigała M., Ciesielczyk K.
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Shear-lag effect and its effect on the design of high-rise buildings [PDF]
E3S Web of Conferences, 2018 For super high-rise buildings, the analysis and selection of suitable structural solutions are very important. The structure has not only to carry the gravity loads (self-weight, live load, etc.), but also to resist lateral loads (wind and earthquake ...
Dat Bui Thanh +2 more
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Shear Lag Effect of Ultra-Wide Box Girder under Influence of Shear Deformation
Applied SciencesThe objective of this study was to determine the reasonable flexural functions of ultra-wide box girders, reveal the mechanism of the shear lag effect, and improve the analysis theory of ultra-wide box girders. Considering a single-box three-chamber thin-
Yanfeng Li +3 more
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Effect of Stiffeners on Shear Lag in Steel Box Girders
Al-Khawarizmi Engineering Journal, 2012 This paper studies the effects of stiffeners on shear lag in steel box girders with stiffened flanges. A three-dimensional linear finite element analysis using STAAD.Pro V8i program has been employed to evaluate and determine the actual top flange stress
Mohannad H. M. Al-Sherrawi +1 more
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Research on shear lag effect of cantilever concrete box beam with double chambers [PDF]
E3S Web of Conferences, 2022 In this paper, the authors used finite element method to investigate the longitudinal and transverse shear lag effects and the effect of aspect ratio on the shear lag of double-chamber cantilever concrete box girder under uniform distributed load.
Pan Jinglan, Chen Kongliang
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Numerical and theoretical research on spatial shear lag effect of self-anchored suspension bridge steel box girder [PDF]
Archives of Civil Engineering, 2021 The shear lag effect of the steel box girder section in a self-anchored suspension bridge was investigated in this study. Finite element analysis software Midas Civil was used to discretize the girder under analysis into space plate elements and ...
Yanfeng Li +4 more
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International Journal of Recent Technology and Engineering (IJRTE), 2022 Shear lag effect increase as we move away from the section thereafter, the effects becomes predominant especially for the unsymmetric structures. The force transmission between the structure and patch occurs through bond layer, via shear mechanism, invariably causing shear lag.
Bhaskar Bhatt, Ashish Kumar Chaudhary
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Study on Shear-Lag Effect of Steel–UHPC Ribbed Slab Composite Structures Using Bar Simulation Method
Buildings, 2022 Recently, Ultra-High Performance Concrete (UHPC) has attracted increasing attention in civil engineering. Numerous steel–UHPC composite structures have been constructed around the world.
Chengjun Tan +4 more
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Static Characteristics of Improved Composite Box Girder with Corrugated Steel Webs
Advances in Civil Engineering, 2022 In order to accurately calculate the cross-sectional stresses and deflections of the improved composite box girder with corrugated steel webs, the control differential equations and boundary conditions are established based on the energy variational ...
Shijin Wang, Genhui Wang, Zichen Zhang
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The Effect of RC Core on Rehabilitation of Tubular Structures [PDF]
Journal of Rehabilitation in Civil Engineering, 2014 In the present study, the effect of core on shear lag phenomenon in tubular structures is investigated. Three different tubular structure models including model without core, model with central core and model with central core but eliminated in last 15 ...
Seyed Rohollah Hoseini Vaez +2 more
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