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Shear Lag Effect In The Numerical Experiment

open access: yesArchives 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.
doaj   +2 more sources

Research on shear lag effect of cantilever concrete box beam with double chambers [PDF]

open access: yesE3S 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
doaj   +1 more source

Numerical and theoretical research on spatial shear lag effect of self-anchored suspension bridge steel box girder [PDF]

open access: yesArchives 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
doaj   +1 more source

The Effect of RC Core on Rehabilitation of Tubular Structures [PDF]

open access: yesJournal 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
doaj   +1 more source

Static Characteristics of Improved Composite Box Girder with Corrugated Steel Webs

open access: yesAdvances 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
doaj   +1 more source

Study on Shear-Lag Effect of Steel–UHPC Ribbed Slab Composite Structures Using Bar Simulation Method

open access: yesBuildings, 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
doaj   +1 more source

Study on the Shear Lag Effect

open access: yesInternational 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
openaire   +1 more source

Analysis of Pure Bending Vertical Deflection of Improved Composite Box Girders with Corrugated Steel Webs

open access: yesAdvances in Civil Engineering, 2021
Steel bottom plates are applied as replacements for the concrete bottom plates in order to reduce the dead weight of the composite box girders with corrugated steel webs and steel bottom plates (CSWSB).
Chi Ma   +3 more
doaj   +1 more source

Mitigating shear lag in tall buildings [PDF]

open access: yesInternational Journal of Advanced Structural Engineering, 2015
As the height of building increases, effect of shear lag also becomes considerable in the design of high-rise buildings. In this paper, shear lag effect in tall buildings of heights, i.e., 120, 96, 72, 48 and 36 stories of which aspect ratio ranges from 3 to 10 is studied.
Himanshu Gaur, Ravindra K. Goliya
openaire   +1 more source

PC Cable-Stayed Bridge Main Girder Shear Lag Effects: Assessment of Single Cable Plane in Construction Stage

open access: yesAdvances in Materials Science and Engineering, 2020
A model test and finite element analysis were conducted in this study to determine the distribution law of shear lag effect in the main beam section, a box girder, during the cable-stayed bridge construction process.
Yan-feng Li   +2 more
doaj   +1 more source

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