Paper Title:
Axial Dynamic Tensile Strength of Concrete under Static Lateral Compression
  Abstract

The rate effect on concrete tensile strength can be modeled by the description of crack extension in a fictitious fracture plane [1,2].The plane represents the initial, internal damage and the geometry of the final fracture plane. In the paper, the same approach is applied to model the failure envelope for the biaxial loading condition of static lateral compression and axial impact tensile load. The predicted failure envelope is compared with data from experimental work.

  Info
Periodical
Key Engineering Materials (Volumes 324-325)
Edited by
M.H. Aliabadi, Qingfen Li, Li Li and F.-G. Buchholz
Pages
991-994
DOI
10.4028/www.scientific.net/KEM.324-325.991
Citation
J. Weerheijm, "Axial Dynamic Tensile Strength of Concrete under Static Lateral Compression ", Key Engineering Materials, Vols. 324-325, pp. 991-994, 2006
Online since
November 2006
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Price
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