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Analysis of inclined cracking shear in slender reinforced concrete beams
Analysis assumes that failure is due to inclined crack which develops in region of combined shear and flexure; flexural cracking, shear stress distribution, dowelling forces and changes in longitudinal steel stresses are considered; analysis is used to study effects of several variables on shear capacity of slender concrete beams.
Analysis of inclined cracking shear in slender reinforced concrete beams
Analysis assumes that failure is due to inclined crack which develops in region of combined shear and flexure; flexural cracking, shear stress distribution, dowelling forces and changes in longitudinal steel stresses are considered; analysis is used to study effects of several variables on shear capacity of slender concrete beams.
Analysis of inclined cracking shear in slender reinforced concrete beams
Am Concrete Inst -- J
MacGregor, J.G. (author) / Walters, J.R.V. (author)
1967
10 pages
Article (Journal)
English
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