Filters
To search for and view publications, choose any or all of the criteria below and then click Begin Search
Key words to search for
(Enter key words related to the title, content, or author of a publication that interests you.)
Search for documents created
Showing 21-25 of 254 search results
The combined effects of structural loads and environmental exposure determine the performance of structures or structural components. Durability planning is a process of achieving durability through appropriate design, construction, and maintenance. As the authors demonstrate through case studies of projects completed in Australia, the central objective is to select the most cost-effective combination of materials to achieve the required design life.
Available in the following language(s): Spanish
The Slag Cement Association (SCA) announced the recipients of the 2024 Slag Cement in Sustainable Concrete Awards during the ACI Concrete Convention – Spring 2025 in Toronto, ON, Canada. These fourteen winners all demonstrate how slag cement works to improve the durability of concrete while lowering the embodied carbon associated with concrete production.
Available in the following language(s): Spanish
This article inaugurates a new feature in CI—a spotlight series introducing and welcoming newly elected ACI Presidents. This edition highlights ACI President Maria Juenger’s journey as a researcher and how it brought her into the ACI community.
Available in the following language(s): Spanish
While completing concrete repairs, is it necessary to remove sound concrete if a nearby reinforcing bar exhibits rust? Can terms like corrosion or rust be used interchangeably? This month’s Q&A provides answers to these questions as well as a discussion on various factors influencing the extent of a repair of corrosion-related damage in concrete structures.
Available in the following language(s): Spanish
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.
Available in the following language(s): Spanish