Strength of bolted steel structural members under eccentric tension-Reference-Cited by-同舟云学术

Strength of bolted steel structural members under eccentric tension

Published:2023-01 Issue:1 Volume:6 Page:
ISSN:2475-8876
Container-title:JAPAN ARCHITECTURAL REVIEW
language:en
Short-container-title:Japan Architectural Review

Author:

Nagasato Kazuma¹,Ikarashi Kikuo¹^ORCID,Mitsui Kazuya¹^ORCID

Affiliation:

1. Department of Architecture and Building Engineering Tokyo Institute of Technology Tokyo Japan

Abstract

AbstractThe effective cross‐sectional area method for the outstanding leg is utilized as an ineffective area to evaluate the strength in the present Japanese design standard. Given that this evaluation method is fundamentally premised on experimental outcomes derived from relatively thick plates, it must be extended to brace members composed of thin plates. In this study, we conduct bolt joint experiments and numerical analyses on thin‐plate angles and channel members, with the aim to elucidate the elements influencing the efficiency of the joint. We propose a unified bolt joint strength evaluation formula that also considers thin‐plate members.

Publisher

Wiley

Subject

Modeling and Simulation,Architecture,Environmental Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12409

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