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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 1302 Abstracts search results
Document:
CI4707Huso
Date:
July 1, 2025
Author(s):
Deborah R. Huso
Publication:
Concrete International
Volume:
47
Issue:
7
Abstract:
To reduce costs and minimize construction schedules for the recent light rail extension in the Phoenix, AZ, USA metropolitan area, track slabs and platform plinths were constructed using fiber-reinforced concrete instead of traditional steel-reinforced concrete. For every concrete placement, the use of fiber-reinforced concrete is estimated to have saved at least 1 to 2 days of labor.
CI4707ConcreteQA
This month’s Q&A focuses on issues related to meeting in-place concrete strength requirements for removing forms for reinforced concrete slabs. It explains how the contractor might accelerate the construction schedule by implementing concrete mixtures with compressive strengths exceeding those specified for the project.
CI4705Green
May 1, 2025
Emmanuel K. Attiogbe
5
Various reinforcement types can be evaluated to determine their relative performance in controlling the restrained shrinkage cracking behavior of concrete. Two sets of published test data on restrained shrinkage cracking of slabs-on-ground are analyzed, and a parameter suitable for comparing the performance of various reinforcement types is identified.
CI4705NexInsights
NEx: An ACI Center of Excellence for Nonmetallic Building Materials held a full-day technical workshop on “Design of GFRP-Reinforced Slabs-on-Ground and Paving” at the ACI Concrete Convention in Toronto, ON, Canada, on March 31, 2025. In addition, NEx hosted an exclusive lunch for members, speakers, and industry leaders to connect.
CI4705Bischoff
Peter H. Bischoff
This article, the fourth in a five-part series on calculating deflections using a new expression for the effective moment of inertia Ie introduced into ACI CODE-318-19, provides a deflection example. The example follows the procedure outlined in Part 1 to compute the deflection of reinforced concrete (nonprestressed) one-way slab with both ends continuous.
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