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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.
Available in the following language(s): Spanish
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.
Available in the following language(s): Spanish
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.
Available in the following language(s): Spanish
This is the last article in a five-part series on calculating deflections for members not meeting minimum thickness requirements in accordance with ACI CODE-318-19. The Code’s approach for calculating immediate deflection of reinforced (nonprestressed) concrete is broadened to include prestressed concrete loaded above the cracking moment (Class T and Class C prestressed members).
Available in the following language(s): Spanish
The American Concrete Institute showcases the contributions and efforts of its global membership and the concrete industry worldwide through its varied honors and awards program. ACI is seeking nominations for the 2026 award cycle.
Available in the following language(s): Spanish