Shear lag effect on stress concentration in simply-supported stiffened box girder

Author:

Yamaguchi Eiki,Kittaka Naoto,Maho Buchit,Sukontasukkul Piti

Funder

Kyushu Institute of Technology

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Theory of Elasticity;Timoshenko,1970

2. Least work solutions of shear lag problems;Reissner;J. Aeronaut. Sci.,1941

3. Analysis of shear lag in box beam by the principle of minimum potential energy;Reissner;Q. Appl. Math.,1946

4. Enhanced buckling capacity of axially compressed stiffened plates taking into account the shear lag effect;Jager-Canas,2019

5. A numerical model for laminated composite thin-walled members with openings considering shear lag effect;Vojnic-Purcar;Eng. Struct.,2019

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1. Analytical modeling of stress concentration in composite box girders;Engineering Research Express;2024-02-14

2. Shear flow capacity of stiffened flanges in steel box girders;Thin-Walled Structures;2023-04

3. Effect of Longitudinal Stiffeners on Flexural Behavior of Box Beams: A State-of-the-Art Review;Journal of The Institution of Engineers (India): Series A;2023-03-14

4. Numerical Investigation of Shear Lag on Channel Tension Members;Journal of The Institution of Engineers (India): Series A;2022-06-03

5. Shear lag including axial balance of box beams by finite segment model;Journal of Constructional Steel Research;2022-02

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