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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 31453 Abstracts search results
Document:
CI4704ICRIawards
Date:
April 1, 2025
Publication:
Concrete International
Volume:
47
Issue:
4
Abstract:
The International Concrete Repair Institute (ICRI) announced the winners of its 2024 Project Awards. This year, three finalists were chosen, and the winner was announced on October 24, 2024. ICRI presented the Project of the Year Award to Wiss, Janney, Elstner Associates, Inc., out of Minneapolis, MN, USA, for its 3rd Avenue Bridge Rehabilitation project. ICRI awarded four additional Awards of Excellence and eight Awards of Merit.
CI4704Barlow
Author(s):
Peter Barlow, Nicholas R. Triandafilou, and F. Michael Bartlett
In August 2024, ACI published ACI PRC-ITG-11-24: Statistical Techniques for Assessment of Existing Concrete Structures—Report. This document, prepared by Innovation Task Group 11, which was created by the ACI Technical Activities Committee, provides information on using statistical techniques to evaluate condition and reliability of concrete structures and assessing possible repair options.
CI4704Ehsani
Mo Ehsani
This article introduces the latest fiber-reinforced polymer panel system developed by the author—SPiRe®+. These panels can serve as formwork, corrosion resistant reinforcement, and waterproofing. With their flat and smooth exterior face and protruding T-profiles on the interior face, the panels act as reinforcing elements for strengthening beams, slabs, and walls.
CI4704TechSpotlight
Abrasion caused by moving equipment or flowing water can wear away concrete’s surface and render it unfit for service. Kryton International’s Hard-Cem®, an integral hardening admixture based on a unique mineral-metal particle, offers a solution. Its tough microstructure can double the resistance of concrete to abrasive and erosive wear.
CI4704Bischoff
Peter H. Bischoff
This is the third article in a five-part series. While Parts 1 and 2 review the procedure and basis for computing deflection of reinforced concrete with a new expression for the effective moment of inertia Ie first adopted in ACI CODE-318-19, this article examines the implications of this change for satisfying deflection limits of beams and one- and two-way slabs. A need is seen to revise current minimum thickness values for beams.
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