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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 40 Abstracts search results
Document:
SP42-03
Date:
January 1, 1974
Author(s):
H.P.J. Taylor
Publication:
Symposium Papers
Volume:
42
Abstract:
Research on the shear strength of reinforced concrete beams in bending and shear indicates that although reliable empirical conclusions can be made about beam behaviour, little is known about the way in which reinforced concrete beams carry shear.
DOI:
10.14359/17279
SP42-04
A.C. Scordelis, D. Ngo, and H.A. Franklin
Reinforced concrete beams with varying amounts of diagonal cracking are analyzed by the finite element method assuming a linear eleastic model. Analytical modeling of the concrete, steel reinforcement, bond, aggregate interlock and cracking are described.
10.14359/17280
SP42-05
J. Houde and M.S. Mirza
Proposed theoretical solution of the shear strength of reinforced concrete beams involves numerical procedures using successive approximations taking into account the non-linear behaviour of the concrete and its progressive cracking. A finite element model is proposed which offers a reasonably accurate picture of the stresses and srains distribution in reinforced concrete beams at service and ultimate loads.
10.14359/17281
SP42-06
R.N. Swamy and A.D. Andriopoulos
Tests are reported to determine the contribution of aggregate interlock and dowel forces to the shear resistance of reinforced concrete beams with web reinforcement.
10.14359/17282
SP42-07
J. Ruhnau
Usually the stirrup stresses of test beams are measured during initial loading. The validity of this stress-load relation is discussed in regard to design criteria of web reinforcement, inclined crack width control, and fatigue strength of web reinforcement.
10.14359/17283
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