TECHNICAL PAPERS
Aug 1, 1986

Effect of Fatigue on Fracture Toughness of Concrete

Publication: Journal of Engineering Mechanics
Volume 112, Issue 8

Abstract

An experimental study utilizing 4‐point bending SENB specimens was carried out to determine the effect of fatigue on the fracture toughness of plain concrete. In addition to fourteen static tests of beams with a midspan precast notch, nine specimens with an initial precast notch of a depth to height ratio of l/d=0.20 were fatigued until a certain crack length was reached. Crack growth was successfully monitored by the CMOD compliance measurements. Independent surface crack length measurements by a hand‐held scope and observations of the crack front with the use of a fluorescent dye‐penetrant injected into the notch root were also performed. The fracture toughness, GIC, under fatigue appears to be higher than under static loading and shows an increasing trend with increasing crack length and number of loading cycles. The observed behavior is most likely related to the presence of a microcracking zone that evolves with fatigue.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 8August 1986
Pages: 776 - 791

History

Published online: Aug 1, 1986
Published in print: Aug 1986

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Authors

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Philip C. Perdikaris, A. M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Case Western Reserve Univ., Cleveland, OH 44106
Anthony M. Calomino
Grad. Student, Dept. of Civ. Engrg., Case Western Reserve Univ., Cleveland, OH 44106 (currently Mats. Engr., NASA Lewis Res. Center, Cleveland, OH 44135)
Alexander Chudnovsky
Prof., Dept. of Civ. Engrg., Case Western Reserve Univ., Cleveland, OH 44106

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