Experimental study on deformation capacity of field welding beam-to-column joint with different beam end details consideration of fracture toughness and non-welded part in submerged arc weld of pre-assembled H-shaped beam-Reference-Cited by-同舟云学术

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Experimental study on deformation capacity of field welding beam-to-column joint with different beam end details consideration of fracture toughness and non-welded part in submerged arc weld of pre-assembled H-shaped beam

Published:2019-12-02 Issue:10-12 Volume:33 Page:423-437
ISSN:0950-7116
Container-title:Welding International
language:en
Short-container-title:Welding International

Author:

Nakagomi Tadao¹,Kaneko Hirofumi¹,Tsutsumi Seiichiro²,Horiba Ryosuke³,Kasuga Tomoya¹

Affiliation:

1. Shinshu University, Nagano, Japan

2. Jointing and Welding Research Institute, Osaka University, Japan

3. Toda Corporation, Tokyo, Japan

Publisher

Informa UK Limited

Subject

Metals and Alloys,Mechanical Engineering,Mechanics of Materials

Link

https://www.tandfonline.com/doi/pdf/10.1080/09507116.2020.1866344

Reference19 articles.

1. STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS

2. EXPERIMENTAL STUDY ON THE EFFECTS OF BEAM-END DETAILS FOR NON-SCALLOP METHOD ON DEFORMATION CAPACITIES OF BEAM-TO-COLUMN WELDED JOINTS

3. PLASTIC ROTATION CAPACITY OF STEEL BEAM-TO-COLUMN CONNECTIONS USING A REDUCED BEAM SECTION AND NO WELD ACCESS HOLE DESIGN : Full scale tests for improved steel beam-to-column subassemblies-Part 1

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