ACI Global Home Middle East Region Portal Western Europe Region Portal
Email Address is required Invalid Email Address
In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Learn More
Become an ACI Member
Topics In Concrete
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:
SP26-36
Date:
January 1, 1971
Author(s):
F. Sawko and G.P. Saha
Publication:
Symposium Papers
Volume:
26
Abstract:
This paper presents the results of a series of tests on fatigue of model prestressed and reinforced concrete bridge slabs of different span to width ratios and different prestress levels in the transverse direction.
DOI:
10.14359/18005
SP26-37
Paul W. Abeles and Earl I. Brown II
Several methods for the design of prestressed concrete highway bridges to resist fatigue are described.
10.14359/18006
SP26-38
Nils-Ove Gronqvist
In the present investigation, the steel quality and the profile of the reinforcing bars have been studied. . .Four different steel qualities, three types of bar profiles and two different degrees of wear on the part of the rolls have been studied.
10.14359/18007
SP26-28
F. Sawko and B.K. Willcock
Design of statically indeterminate multi-span bridges presents considerable difficulties. Computer programs now are used to carry out the elastic analysis of a statically indeterminate structure. . .The program is fully automatic, i.e., the program optimizes the geometry.
10.14359/17997
SP26-29
Eduardo A.B. Salse
The problem of prestressing a horizontally curved beam is studied in general. Horizontal and vertical eccentricities are considered in order to control simultaneously, torsional and bending stresses throughout the girder. . .It is pointed out that in such a case not only vertical but also horizontal cable eccentricities are required.
10.14359/17998
Results Per Page 5 10 15 20 25 50 100
Edit Module Settings to define Page Content Reviewer