Shear-lag revisited: The use of single fourier series for determining the effective breadth in plated structures-Reference-Cited by-同舟云学术

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Shear-lag revisited: The use of single fourier series for determining the effective breadth in plated structures

Published:1997-05 Issue:4 Volume:63 Page:759-767
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Tahan N.,Pavlović M.N.,Kotsovos M.D.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference12 articles.

1. Single-Fourier series for two-dimensional analysis of plates and box girders;Tahan,1991

2. Shear lag in steel box girder bridges;Moffat;Struct. Engnr,1975

3. Die Formeln zur Berechnung der ‘voll mittragenden Breite’ dunner Gurt-und Rippenplatten;Chwalla;Der Stahlbau,1936

4. Shear lag in wide flanges of steel bridges;Kǐstek;ACTA Tech. CSAV,1981

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

2. 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

3. Shear lag effect of varied sectional cantilever box girder with multiple cells;STRUCT ENG MECH;2022

4. On the Modeling of Ship Stiffened Panels Subjected to Uniform Pressure Loads;Applied Mechanics;2022-02-01

5. Shear lag effect on stress concentration in simply-supported stiffened box girder;Journal of Constructional Steel Research;2021-08

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