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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 1253 Abstracts search results
Document:
CI4712Harries
Date:
December 1, 2025
Author(s):
Kent A. Harries, Carlos E. Ospina, M. Lee Marsh, Sergio M. Alcocer, and Ravi Kanitkar
Publication:
Concrete International
Volume:
47
Issue:
12
Abstract:
Glass fiber-reinforced polymer (GFRP) reinforcement is currently only allowed to be used in concrete structures in Seismic Design Category (SDC) A. An approach explored in this article is the use of GFRP reinforcement for structural elements that are not intended to be part of the inelastic (yielding) mechanism of the seismic force-resisting systems.
DOI:
10.14359/51749339
CI4712ConcreteQA
This is the second in the series of Q&A articles attempting to clarify some common questions and misconceptions about glass fiber-reinforced polymer (GFRP) reinforcing bars. Discussed topics include traceability, hybrid reinforcement, sustainability, elevated temperature and fire, seismic provisions, limitations, and splices and headed bars.
10.14359/51749341
CI4710ConcreteQA
October 1, 2025
10
This is the first in the series of Q&A articles clarifying some common questions and misconceptions about glass fiber-reinforced polymer (GFRP) reinforcing bars. Discussed topics include codes and standards for GFRP bars, requirements and testing, degradation mechanisms, construction, bending, and tariffs and supply.
10.14359/51749217
CI4709Huso
September 1, 2025
Deborah R. Huso
9
The Rob and Melani Walton Center for Planetary Health at Arizona State University, Tempe, AZ, USA, rises from a triangular lot like a giant cracked-open geode. Clad in a shell of glass fiber-reinforced concrete (GFRC), the building’s paneled façade is based on biomimicry of a saguaro cactus’ orientation to the sun.
10.14359/51749138
CI4709Q&A
This month’s Q&A discusses the reinforcement stiffness ratio ρne that can be used for comparing the performance of various reinforcement types in slabs-on-ground and the design approach for glass fiber-reinforced polymer reinforcement in ACI/NEx MNL-6(23) based on percent reduction in unrestrained shrinkage strain from the enhanced aggregate interlock design of ACI PRC-360-10.
10.14359/51749147
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