Static strength of doubler plate reinforced tubular T/Y-joints subjected to brace compressive loading: Study of geometrical effects and parametric formulation-Reference-Cited by-同舟云学术

Static strength of doubler plate reinforced tubular T/Y-joints subjected to brace compressive loading: Study of geometrical effects and parametric formulation

Published:2016-10 Issue: Volume:107 Page:231-247
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Nassiraei Hossein,Lotfollahi-Yaghin Mohammad Ali,Ahmadi Hamid

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. A probability distribution model for SCFs in internally ring-stiffened tubular KT-joints of offshore structures subjected to out-of-plane bending loads;Ahmadi;Ocean Eng.,2016

2. Structural behavior of CHS T-joints subjected to static in-plane bending in fire conditions;Fung;J. Struct. Eng.,2015

3. Static strength of T-joints reinforced with doubler or collar plates. II: numerical simulations;Van der Vegte;J. Struct. Eng.,2005

4. Static strength of doubler plate reinforced CHS X-joints loaded by in-plane bending;Choo;J. Constr. Steel Res.,2004

5. Ultimate capacity of doubler plate-reinforced tubular joints;Fung;J. Struct. Eng.,1999

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