Static bending analysis of arbitrary supported steel beams with circular web opening using finite element method-Reference-Cited by-同舟云学术

Static bending analysis of arbitrary supported steel beams with circular web opening using finite element method

Published:2021 Issue: Volume:37 Page:3700-3705
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Singh Sandeep

Publisher

Elsevier BV

Subject

General Medicine

Reference14 articles.

1. Lakusic, V.T., Dzeba, I. and Androic, B. (2008) The Buckling Curve for Lateral- Torsional Buckling Resistance of Castellated Beams. Eurosteel-5th European Conference on Steel and Composite Structures, Graz, 3-5 September 2008, 1587-1592.

2. Shear Capacity of Steel Plate Girders with Large Web Openings, Part II: Design Guidelines;Hagen;J. Constr. Steel Res.,2009

3. Optimum Design of Steel Structures with Web Openings;Lagaros;Eng. Struct.,2008

4. Steel Beams with Large Web Openings of Vari-ous Shapesand Sizes: Finite Element Investigation;Liu;J. Constr. Steel Res.,2003

5. Advanced Finite Element Modelling of Perforated Composite Beams with Flexible Shear Connectors;Wang;Eng. Struct.,2008

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1. Analysis of Error Sources of a Torque and Rotation Angle Calibration Unit Based on Statics;Journal of Physics: Conference Series;2023-12-01

2. Free vibration analysis of curved castellated beams with different geometric web openings by the finite element method;Gümüşhane Üniversitesi Fen Bilimleri Enstitüsü Dergisi;2023-09-11

3. Bending Analysis of Curved Castellated Beams Via the Finite Element Method;Çukurova Üniversitesi Mühendislik Fakültesi Dergisi;2023-03-30