In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > 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.
Title: A New Punching Shear Equation for Two-Way Concrete Slabs Reinforced with FRP Bars
Author(s): S. El-Gamal, E.F. El-Salakawy, and B. Benmokrane
Publication: Special Publication
Appears on pages(s): 877-894
Keywords: concrete slabs; design models; FRP reinforcement; punching shear
Abstract:Recently, there has been a rapid increase in using the non-corrodible fiber-reinforced polymers (FRP) reinforcing bars as alternative reinforcements for concretestructures especially those in harsh environments. The elastic stiffness, ultimatestrength, and bond characteristics of FRP reinforcing bars are quite different from thoseof steel, which affect the shear capacity. The recently published FRP design codes andguidelines include equations for shear design of one-way flexural members. However,very little work was done to investigate the punching shear behavior of two-way slabsreinforced with FRP bars. The current design provisions for shear in two-way slabs arebased on testing carried out on steel reinforced slabs. This study presents a new modelto predict shear capacity of two-way concrete slabs that were developed based onextensive experimental work. The accuracy of this prediction model was evaluatedagainst the existing test data. Compared to the available design models, the proposedshear model seems to have very good agreement with test results with betterpredictions for both FRP and steel-reinforced concrete two-way slabs.
Click here to become an online Journal subscriber