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.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Sheik Rashid Tower, 7th Floor
Dubai World Trade Center
Phone: +971 4 3097066
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: Impact of Climate Change on Proportional Design of Fly‑Ash-Blended Low-CO2 Concrete
Author(s): Xiao-Yong Wang
Publication: Materials Journal
Appears on pages(s): 141-151
Keywords: carbonation; climate change; fly ash-blended concrete; genetic algorithm; low CO2; optimal design; strength
Abstract:Many studies have been conducted on the proportional design of fly-ash-blended low-CO2 concrete, but those studies did not consider the limitation of its carbonation durability. Especially due to climate change, the carbonation reaction is accelerated and the necessity for carbonation durability is enhanced. This study presents a computational program to design fly ash-blended concrete considering CO2 emission, strength, and carbonation under different climate-change scenarios. First, CO2 emission is calculated from concrete mixtures. Compressive strength and carbonation depth are evaluated using an integrated hydration–strength–durability model. Regarding the carbonation durability issue, two exposure conditions combined with three climate-change scenarios are considered. Second, a genetic algorithm (GA) is used to find the optimal concrete mixture. CO2 emission is set as the fitness function, and compressive strength and carbonation depth are set as the constraint conditions of the GA. The optimal mixture has the minimum CO2 emission and can meet various constraints. Based on case studies of concrete mixtures under different exposure conditions and climate change scenarios, the effect of climate change on the proportional design of fly ash-blended concrete is clarified. To meet the challenges of climate change, a richer mixture of fly ash-blended concrete is necessary. As the compressive strength of fly ash-blended concrete increases, the CO2 emissions also increase.
Click here to become an online Journal subscriber