TECHNICAL PAPERS
Aug 14, 2009

Performance-Based Approach for the Design of a Deflection Hardened Hybrid Fiber-Reinforced Concrete

Publication: Journal of Engineering Mechanics
Volume 135, Issue 9

Abstract

A numerical model that uses a nonlinear cracked hinge was developed to characterize the flexural behavior of a beam element composed of hybrid fiber-reinforced concrete (HyFRC). Deflection hardening performance criteria were established based on an average tensile strain capacity of 0.002 and a deterministic sensitivity analysis of the model. A HyFRC mix design is proposed that exceeds these performance criteria. The HyFRC flexural behavior and its flexural stiffness are compared against conventional reinforced concrete. Implications of the material flexural performance on performance-based structural design methods are discussed.

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References

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 135Issue 9September 2009
Pages: 978 - 986

History

Received: Nov 5, 2007
Accepted: Jan 15, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Notes

Note. Associate Editor: Dinesh R. Katti

Authors

Affiliations

J. Blunt
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.
C. P. Ostertag [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author). E-mail: [email protected]

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