Results 21 to 30 of about 73,914 (300)

Experimental study and finite element analysis on shear lag effect of thin-walled curved box beam under vehicle loads

open access: yesMATEC Web of Conferences, 2018
Shear lag effects of curved box beam under vehicle loads are investigated by using three-dimensional finite element method, where 4 parameters of vehicle loads, load size, vehicle speed, vehicle load position, load types, are considered. The change rules
Lu Hailin   +3 more
doaj   +1 more source

Lateral bracing and steel shear wall integration in steel high-rises

open access: yesMagazine of Civil Engineering, 2023
In high-rise building structures, the designers tend to utilize tube systems, or their combination with other structural frame systems, as an efficient lateral resisting structural system. The drawbacks of tube systems include the effect of shear lag and
Al Shamaa Mushriq   +2 more
doaj   +1 more source

Shear Lag Effects in Angles Welded at Both Legs

open access: yesAdvances in Civil Engineering, 2019
The shear lag phenomenon is known to reduce the tensile capacity of tension members. There are various parameters affecting shear lag that have not been considered before. In addition, previous studies have been conducted mainly on single steel sections. Using numerical methods, the present study investigates the effects of relevant parameters on shear
Mohammad Abedin   +3 more
openaire   +2 more sources

Crystal nucleation and cluster-growth kinetics in a model glass under shear [PDF]

open access: yes, 2010
Crystal nucleation and growth processes induced by an externally applied shear strain in a model metallic glass are studied by means of nonequilibrium molecular dynamics simulations, in a range of temperatures.
A. Dobreva   +5 more
core   +3 more sources

Reversible plastic events during oscillatory deformation of amorphous solids [PDF]

open access: yes, 2015
The effect of oscillatory shear strain on nonaffine rearrangements of individual particles in a three-dimensional binary glass is investigated using molecular dynamics simulations.
Priezjev, Nikolai V.
core   +3 more sources

A Numerical Laboratory for Simulation of Flanged Reinforced Concrete Shear Walls [PDF]

open access: yesNumerical Methods in Civil Engineering, 2021
The present paper establishes the Flanged reinforced concrete (RC) Shear Wall Laboratory (FlashLab) Software Program. Despite their extensive applications in recent years, flanged RC shear walls have rarely been experimentally and numerically studied ...
Alireza Khaloo   +2 more
doaj   +1 more source

Study on Shear Lag Effect of Composite Box Girder Bridge with Corrugated Steel Webs

open access: yesChemical Engineering Transactions, 2017
The corrugated steel webs composite box girder bridge is a new bridge structure with corrugated concrete webs with fold effects, which can replace traditional concrete webs. Compared with traditional concrete web box girder, the application of steel webs
Xu Dong
doaj   +1 more source

Dynamic Analysis of a Steel–Concrete Composite Box-Girder Bridge–Train Coupling System Considering Slip, Shear-Lag and Time-Dependent Effects

open access: yesBuildings, 2022
A dynamic computational program considering slip, shear-lag and time-dependent effects of composite box-girder bridge–train coupling system is firstly proposed based on the authors’ previous studies. In the program, the long-term vertical displacement of
Ce Gao   +4 more
doaj   +1 more source

Hydraulic and mechanical properties of glacial sediments beneath Unteraargletscher, Switzerland: implications for glacier basal motion [PDF]

open access: yes, 2001
The force on a ‘ploughmeter’ and subglacial water pressure have been measured in the same borehole at Unteraargletscher, Switzerland, in order to investigate ice–sediment coupling and the motion at the base of a soft-bedded glacier.
Agassiz   +57 more
core   +1 more source

Effects of Shear Lag in Steel Box Girders of a Crane Runway [PDF]

open access: yesOvidius University Annals of Constanta - Series Civil Engineering, 2020
Abstract The term of shear lag is related to the discrepancies between the approximate theory of the bending of beams and their real behaviour. It refers to the increases of the bending stresses near the flange-to-web junctions and the corresponding decreases in the flange stresses away from these junctions.
Cătălin Moga   +2 more
openaire   +1 more source

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