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
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: Cyclic Testing and Assessment of Columns Containing Recycled Concrete Debris
Author(s): F. Soleimani, M. McKay, C. S. W. Yang, K. E. Kurtis, R. DesRoches, and L. F. Kahn
Publication: Structural Journal
Appears on pages(s): 1009-1020
Keywords: columns; cyclic loading; recycled concrete aggregate; reinforced concrete; seismic performance
Abstract:Reuse of concrete debris as a component of structural concrete is important both economically and environmentally. In resourcepoor regions, using construction debris may facilitate economic, rapid, material sourcing and debris disposal if it demonstrates adequate structural performance. To investigate the seismic resistance of structural elements with recycled concrete aggregate, this research performs quasi-static cyclic testing on four full-scale reinforced concrete columns—two containing natural aggregate and two containing recycled concrete aggregate—under both axial and lateral loads. For each aggregate source, reinforcement detailing in one column conformed to the seismic provisions in the International Building Code, while the detailing in the other column conformed to nonseismic design specifications. A pre-experimental numerical model for each column was created in OpenSees to predict the behavior of the column. Experimental and numerical results verify that seismically designed columns made of either natural aggregate concrete or recycled aggregate concrete show similar cyclic lateral behavior.
Click here to become an online Journal subscriber