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: Thermal Relaxation in Concrete Structures
Author(s): Jim Pajuhesh
Publication: Journal Proceedings
Appears on pages(s): 522-525
Keywords: cracking (fracturing): deformation; loads (forces) : modlus of elasticity: nuclear reactor containment:reinforced concrete: reinforcinq steels: relaxation (mechan-ics);strains: stress-strain relationships: stresses: ;structural analysis; tensile stresses.
Abstract:A solution is developed to investigate the cracking, thermal relaxation, and resulting strains and stresses in a given reinforced concrete section under any specified temperature distribution and any combination of force and moment, The thermal relaxation is based on the choice of various porsibilities for structural behavior under thermal loading. The options considered include the condition of free expansion or rotation, complete restraint against either or both, as well as the general case of a given combination of two types of effects: a set of force and moment to be sustained and unaffected by cracking, and a specified set of middle surface strain and curvature with the corresponding force and moment relaxed through concrete cracking and plasticity. The criteria and equations for review of the section and evaluation of thermal relaxation are presented for parabolic concrete stress-strain relation. Other possibilities can be treated in a similar fashion.
Click here to become an online Journal subscriber