Tensile failure of concrete at high loading rates: New test data on strength and fracture energy from instrumented spalling tests-Reference-Cited by-同舟云学术

Tensile failure of concrete at high loading rates: New test data on strength and fracture energy from instrumented spalling tests

Published:2007-03 Issue:3 Volume:34 Page:609-626
ISSN:0734-743X
Container-title:International Journal of Impact Engineering
language:en
Short-container-title:International Journal of Impact Engineering

Author:

Weerheijm J.,Van Doormaal J.C.A.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference23 articles.

1. Concrete under impact loading, tensile strength and bond;Reinhardt;Heron,1982

2. Ross CA, Kuennen ST, Strickland WS. High strain rate effects on tensile strength of concrete. In: Proceedings on the interaction of non-nuclear munition with structures, Panama City Beach, FL, April 1989. p. 302–8.

3. Strain rate effects on dynamic fracture and strength;Lambert;Int J Impact Eng,2000

4. Chandra D, Krauthammer T. Rate sensitive micromechanical model for concrete. In: Bounds W, editor. Concrete and blast effects, ACI SP-175, 1998. p. 281–305.

5. Shah SP, John R. Strain rate effects on Mode I crack propagation in concrete. In: Wittmann FH, editor. Fracture toughness and fracture energy of concrete. Developments in Civil Engineering, vol. 18. Amsterdam: Elsevier; 1986.

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