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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 40 Abstracts search results
Document:
SP42
Date:
January 1, 1974
Publication:
Symposium Papers
Volume:
42
Abstract:
SP42 Includes the latest data and concepts on shear strength. Contains 39 papers by authors from 10 countries covering the basic mechanics of shear transfer, and shear in medium-slender to slender beams. Also covered is shear in deep beams, brackets, walls, columns, and slabs. Descriptions of experimental and analytical studies of mechanisms by which shear is transferred in beams are presented.
DOI:
10.14359/14095
SP42-25
Author(s):
M. Yamada, H. Kawamura, and K. Katagihara
The resistance, deformation and fracture mechanics of reinforced concrete shear walls with openings are investigated experimentally as well as analytically, not only in elastic but also in cracked, ultimate and even post-ultimate states.
10.14359/17301
SP42-23
J.G. MacGregor
Changes are proposed for Chapter 11 of the 1971 ACI Building Code to unify and simplify design for shear. The propsed changes deal with the basic shear equation, the deep beam shear equations and corbel design. Minor changes are proposed in the equations for axially loaded beams an prestressed concrete.
10.14359/17299
SP42-17
N.F. Somes and W.G. Corley
The second phase of a comprehensive investigation is reported. Tests show the effect on strength and behavior of circular web openings in continous lightweight-aggregate concrete joist floors. Principal variables were size, location, reinforcement, and spacing of openings.
10.14359/17293
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
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