International Concrete Abstracts Portal

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 1255 Abstracts search results

Document: 

CI4805Bermudez

Date: 

May 1, 2026

Author(s):

Manuel Bermudez, Chung-Chan Hung

Publication:

Concrete International

Volume:

48

Issue:

5

Abstract:

This paper re-evaluates existing definitions of tensile strain hardening in ultra-high-performance concrete (UHPC) materials and provides practical guidance for interpreting and reporting tensile stress–strain data, including identification of key parameters relevant to structural applications. This paper provides engineers with an overview of existing methods and recommends an approach that enables objective, consistent interpretation and reporting of the UHPC tensile stress–strain curve to qualify tensile strain-hardening properties for structural applications.

DOI:

10.14359/51750693


Document: 

CI4802ConcreteQA

Date: 

February 1, 2026

Publication:

Concrete International

Volume:

48

Issue:

2

Abstract:

This is the third in the series of Q&A articles clarifying common questions and misconceptions about glass fiber-reinforced polymer (GFRP) reinforcing bars. Discussed topics include production and availability, surface profiles, reinforcement needs, crack widths, and material properties.

DOI:

10.14359/51749510


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


Document: 

CI4712ConcreteQA

Date: 

December 1, 2025

Publication:

Concrete International

Volume:

47

Issue:

12

Abstract:

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.

DOI:

10.14359/51749341


Document: 

CI4710ConcreteQA

Date: 

October 1, 2025

Publication:

Concrete International

Volume:

47

Issue:

10

Abstract:

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.

DOI:

10.14359/51749217


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