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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 45 Abstracts search results
Document:
SP26-26
Date:
January 1, 1971
Author(s):
G.S. Pandit
Publication:
Symposium Papers
Volume:
26
Abstract:
Torque-twist characteristics of reinforced concrete beams subjected to pure torsion, combined bending and torsion as well as combined bending, torsion and shear have been considered. . .A fair agreement between the computed and observed angles of twist was obtained.
DOI:
10.14359/17995
SP26-25
R.P. Pama and A.R. Cusens
The paper presents the analysis of statically indeterminate orthotropic bridge decks due to rectangular patch loads. Decks are classified into three main categories depending on relative rigidities in flexure and torsion.
10.14359/17994
SP26-24
O. JA. Berg
The development of the theoretic interpretation of strength and deformation nature permits to outline two parameter points (stress levels), besides limit of strength. These objective criteria can be used while designing concrete and reinforced bridge constructions, as they influence many properties of concrete.
10.14359/17993
SP26-23
V. Ramakrishnan
A state-of-the-art survey on the design of concrete bridge structures by the working stress method is presented.
10.14359/17992
SP26-22
V. Ramakrishnan, S. Rajasekaran, and R. Krishnamorrthy
The paper extends the application of A.L.L. Baker's ultimate load theory to the design of non-prismatic continuous girder and rigid frame bridges subjected to rolling loads. It deals mainly with two new aspects: (1) determination of influence lines for the rotation of 'plastic hinges' and (2) calculation of influence coeficients for non-prismatic members.
10.14359/17991
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