A study of the grouped arrangements of stud connectors on shear strength behavior

Jun Okada; Teruhiko Yoda; Jean Paul Lebet

doi:10.2208/jsceseee.23.75s

A study of the grouped arrangements of stud connectors on shear strength behavior

Jun Okada^*, Teruhiko Yoda, Jean Paul Lebet

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

70 Citations (Scopus)

Abstract

Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.

Original language	English
Journal	Structural Engineering/Earthquake Engineering
Volume	23
Issue number	1
DOIs	https://doi.org/10.2208/jsceseee.23.75s
Publication status	Published - 2006

Keywords

Grouped arrangement
Push-out test
Shear strength
Stud connector

ASJC Scopus subject areas

Architecture

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10.2208/jsceseee.23.75s

Cite this

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AB - Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.

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KW - Push-out test

KW - Shear strength

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A study of the grouped arrangements of stud connectors on shear strength behavior

Abstract

Keywords

ASJC Scopus subject areas

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