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 and distribution of 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: Biphasic Compressive Behavior of Structural Lightweight Concrete
Author(s): José Alexandre Bogas, Beatriz Ferrer, Jorge Pontes, and Sofia Real
Publication: Materials Journal
Appears on pages(s): 49-56
Keywords: compressive behavior; structural efficiency; structural lightweight aggregate concrete
Abstract:This paper addresses the compressive behavior and structural efficiency of structural lightweight aggregate concrete (SLWAC) produced with different types of lightweight aggregates (LWA), covering strength classes from LC12/13 to LC55/60 and density classes from D1.6 to D2.0. The possible failure modes and the influence of the main constituents of concrete on its compressive strength are analyzed. The mechanical behavior of SLWAC is characterized through its compressive strength, limit strength, ceiling strength, and the strength of the aggregate in concrete, allowing the definition of strength and density classes for SLWAC produced with each type of LWA. A biphasic model to estimate the strength of SLWAC is evaluated, and high correlations between experimental and design values are obtained. Expressions for estimating the strength of the aggregate in concrete are defined, which are valid for different types of coarse lightweight aggregate.
Click here to become an online Journal subscriber