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 3372 Abstracts search results

Document: 

CI4801Convention Highlights

Date: 

January 1, 2026

Publication:

Concrete International

Volume:

48

Issue:

1

Abstract:

The concrete community came together in Baltimore, MD, USA, October 26-29, 2025, for a celebration of the 200th ACI Concrete Convention. More than 2200 professionals and students from more than 70 countries attended to share knowledge and drive innovation in the design, construction, maintenance, and repair of concrete projects. Attendees participated in educational sessions, networking events, committee meetings, and a student competition.


Document: 

CI4801Q&A

Date: 

January 1, 2026

Publication:

Concrete International

Volume:

48

Issue:

1

Abstract:

This month's Q&A discusses the new compliance requirements for field-cured specimens in ACI CODE-318-25 and other procedures approved by the licensed design professional to evaluate concrete strength.


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: 

CI4712ASCCstatement

Date: 

December 1, 2025

Publication:

Concrete International

Volume:

47

Issue:

12

Abstract:

Mass concrete placements require attention to design requirements and construction considerations to manage internal concrete temperature rise and thermal stresses that can lead to cracking. ASCC concrete contractors recognize that when mass concrete is specified, project success relies on clear definition of mass concrete elements and temperature limits, including early coordination and project-specific thermal control plan requirements and its optimization.

DOI:

10.14359/51749340


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


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