Design finite element model of a bolted T-stub connection component-Reference-Cited by-同舟云学术

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Design finite element model of a bolted T-stub connection component

Published:2019-06 Issue: Volume:157 Page:198-206
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gödrich L.,Wald F.,Kabeláč J.,Kuříková M.

Funder

Technology Agency of the Czech Republic

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. The analysis of moments in a frame having rigid or semi-rigid connections;Batho,1934

2. The relative rigidity of welded and riveted connections;Young;Can. J. Res.,1934

3. High strength bolted moment connections;Douty;J. Struct. Div.,1965

4. High-strength bolted connections subject to prying;Agerskov;J. Struct. Div.,1976

5. A design method for the tension side of statically loaded bolted beam-to-column connections;Zoetemeijer;Heron,1974

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1. Numerical Design Calculation of T-stubs at Elevated Temperatures;Fire Technology;2024-09-10

2. Generalised component method for bolted bearing type connections;Steel Construction;2024-07-03

3. Experimental and numerical analysis of T-stub steel component under static loading;IOP Conference Series: Earth and Environmental Science;2024-07-01

4. A two-scale method to include essential behavior of bolted connections in structures including elevated temperatures;Theoretical and Applied Mechanics Letters;2024-05

5. Component-based models of beam-column joints exposed to fire in steel framed structures against progressive collapse;Engineering Structures;2024-04

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