CONCRETE SHEAR STRENGTH: ANOTHER PERSPECTIVE
By A. K. Tureyen, Robert J. Frosch. 2003
280 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d1d7bc3b2b07b986d1c72a1d1ef8d9ec704e3c60
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics (2013, background): “, 1974; Taylor, 1969; Zararis, 2003), the influence of the residual tensile strength of concrete (Bažant and Kazemi, 1991; Bažant and Yu, 2005a, 2005b, 2009; Hillerborg, 1983; Hordijk, 1992; Kotsovos, 1983, 1986) and the contribution of the compression zone to carry shear forces (Tureyen and Frosch,”
- Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results (2015, background): “The Critical Shear Crack Theory [32] has also acknowledged the role of the various sheartransfer actions, with cracking as an estimator of the decrease of the total shear strength.”