Technical Papers
Aug 1, 1993

Ultimate Load Capacities of Expansion Anchor Bolts

Publication: Journal of Energy Engineering
Volume 119, Issue 2

Abstract

A summary of available experimental expansion anchor bolt test data is presented. These data were collected as part of programs by the nuclear industry to address generic issues related to verification of seismic adequacy of equipment in nuclear power plants. Some of the data presented are suitable for use in seismic probabilistic risk assessments. For example, mean values of ultimate strength, along with their standard deviation and coefficients of variation, for a range of most typical expansion anchor bolt sizes are presented. Effects of interaction between shear and tension, edge distance, spacing, and cracking of the concrete are presented in a manner that is more suitable for use in deterministic evaluations. Related industry programs to derive anchor bolt capacities are briefly discussed. Recommendations for areas of further investigation are also presented.

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References

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Information & Authors

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Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 119Issue 2August 1993
Pages: 139 - 158

History

Received: Feb 4, 1993
Published online: Aug 1, 1993
Published in print: Aug 1993

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Authors

Affiliations

R. Martin Czarnecki, Member, ASCE
Sr. Vice Pres., URS Consultants, 100 California St., Suite 500, San Francisco, CA 94111
Miguel A. Manrique, Member, ASCE
Tech. Mgr., ABB Impell Corp., 5000 Executive Parkway, San Ramon, CA 94583
Sujit K. Samaddar, Member, ASCE
Sr. Engr., Westinghouse Savannah River Co., Aiken, SC 29802

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