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 993 Abstracts search results

Document: 

SP369

Date: 

May 15, 2026

Author(s):

ACI Committee 345 and ACI 447

Publication:

Symposium Papers

Volume:

369

Abstract:

In May 1978, the first 3-day conference on the use of superplasticizers in concrete was sponsored by the Canada Centre for Mineral and Energy Technology (CANMET) and the American Concrete Institute (ACI) in Ottawa, ON, Canada, with selected papers from the gathering published as ACI Special Publication SP-62. The Second International Conference on the Use of Superplasticizers in Concrete took place in 1981 in Ottawa, ON, Canada, again under the joint sponsorship of CANMET and ACI, with the resulting technical proceedings published as ACI SP-68. The Third International Conference hosted by CANMET and ACI was held in Ottawa, ON, Canada, in 1989 with the primary purpose of reviewing the technical progress achieved since the initial meetings in 1978 and 1981. This event marked a significant turning point for the series, as its scope was formally expanded beyond superplasticizers to include all other types of chemical admixtures. Furthermore, the conference successfully brought together representatives from the chemical admixtures, cement, and concrete industries to exchange information and delineate new areas of needed research. The comprehensive findings and technical contributions from this expanded dialogue were formally published by ACI as ACI SP-119. The Fourth International Conference was held in Montreal, QC, Canada, in October 1994, sponsored by CANMET in association with ACI and other organizations, with proceedings published as ACI SP-148. In October 1997, the Committee for the Organization of CANMET/ACI International Conference (ACI Council), in association with ACI and various Italian cement and concrete organizations, sponsored the Fifth conference in Rome, Italy, publishing the results as ACI SP-173. The Sixth conference was hosted in Nice, France, in October 2000, where the ACI Council and partners from Canada and France accepted 37 papers for publication in ACI SP-195. In October 2003, the ACI Council and organizations from Canada and Germany sponsored the Seventh conference in Berlin, Germany, featuring 39 papers published as ACI SP-217. The Eighth conference was held in Sorrento, Italy, in October 2006, sponsored by the ACI Council, with 36 papers accepted and published as ACI SP-239. In October 2009, the Committee for the Organization of International Conferences (COIC) sponsored the Ninth ACI International Conference in Seville, Spain, where 35 papers were accepted and published as ACI SP-262. The Tenth International Conference on Superplasticizers and Other Chemical Admixtures in Concrete took place in Prague, Czech Republic, in October 2012, sponsored by COIC, resulting in 33 accepted papers published as ACI SP-288. In July 2015, COIC and ACI sponsored the Eleventh International Conference on Superplasticizers and Other Chemical Admixtures in Concrete in Ottawa, ON, Canada, where more than 36 refereed papers were accepted and published as ACI SP-302. The Twelfth International Conference on Superplasticizers and Other Chemical Admixtures in Concrete was hosted in Beijing, China, in October 2018, sponsored by the Chinese Ceramic Society (CCS) and the China Academy of Building Research (CABR) in association with ACI, with 36 refereed papers published as ACI SP-329. Fifty-four additional papers were presented and were published in the Supplementary Papers volume. In July 2022, following a postponement due to the pandemic, the ACI Italy Chapter and the University of Bergamo sponsored the Thirteenth International Conference on Superplasticizers and Other Chemical Admixtures in Concrete in Milan, Italy, featuring 35 refereed papers published as ACI SP-354 and approximately 20 supplementary papers. The Fourteenth International Conference on Superplasticizers and Other Chemical Admixtures in Concrete is being held in Munich, Germany, from 6-8 July 2026. Hosted by the Technical University of Munich (TUM) with the support of ACI, this event continues a nearly 50-year tradition of fostering global dialogue on chemical innovations that enhance the performance and sustainability of concrete. Thirteen refereed papers for this conference are published herein as an ACI Special Publication, along with more than 60 presentations, most of them available in a Supplementary Papers volume, explore a wide range of topics, including superplasticizers, rheology-modifying agents, shrinkage-reducing agents, superabsorbent polymers, and self-healing admixtures. These studies examine the influence of admixtures on the properties of concrete in both fresh and hardened states, specifically addressing workability, slump retention, heat of hydration, strength, and durability. The organizing committee expresses its profound gratitude to the authors, reviewers, and partner organizations whose dedication continues to drive the evolution of concrete technology toward a more sustainable future. The support of the American Concrete Institute for the publication of the proceedings is gratefully acknowledged. The Editor Prof. Dr. Johann Plank

DOI:

10.14359/51750735


Document: 

SP369-05

Date: 

May 1, 2026

Author(s):

Bright Asante, Renata Lorenzoni, Patrick R. Cunningham, Wolfram Schmidt

Publication:

Symposium Papers

Volume:

369

Abstract:

Sustainable concrete technologies are essential for reducing the environmental impact of cement and concrete production. Chemical admixtures play a central role in modern concrete by controlling flow behavior and hydration, which improves performance and reduces cement demand, particularly in systems incorporating supplementary cementitious materials. This study evaluates plant-derived admixtures sourced from water hyacinth, miscanthus, and plantain stem residue as sustainable alternatives to conventional polycarboxylate ether (PCE) superplasticizers. A combination of physicochemical characterization, rheology, and isothermal calorimetry was used to assess their performance in ordinary portland cement (OPC) systems. In simulated cement pore environments (i.e., Ca(OH)2 solution), bio-admixtures exhibited less negative zeta potentials and larger hydrodynamic radii which indicated weaker electrostatic stability and a tendency to form loose colloidal networks. Despite this, the bio-admixtures successfully adsorbed onto cement particles and moderately influenced hydration kinetics. Compared to PCE, which caused a delay in setting and early structuring, the bio-admixtures provided more balanced behavior by preserving workability while promoting gradual stiffening over time. Yield stress and penetration tests indicate that bio-admixtures can support early structuration without excessive retardation. These results suggest that plant-based polymers can be a pathway toward more locally adaptable alternatives to synthetic admixtures, thus, supporting the global need for sustainable concrete.

DOI:

10.14359/51750720


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


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