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: Analytical and Numerical Evaluation of the Buckling Strength of Reinforced Concrete Shells
Author(s): W. C. Schnobrich
Publication: Special Publication
Appears on pages(s): 161-186
Keywords: buckling; finite element method; reinforced concrete;
shells structural forms); stability; structural analysis.
Abstract:The analytical and numerical techniques applicable to the determination of an estimate of the buckling strength of rein-forced concrete shell structures are discussed. A brief resume of the most appropriate methods is presented. Both bifurcation and nonlinear techniques are included in the review. Attention is not restricted to only mechanics approaches such as developed within the aerospace industry. Particular attention is focused on the numerical techniques that allow consideration of shell structure configurations that include supporting members such as are employed for roof or other architectural structures. For reinforced concrete shells an influence of material characteristics must play a dominant role in the establishment of the buckling load. Imperfection sensitivity and other aspects that have a significant impact on the buckling load for some shells of aerospace configurations and loadings do not contribute to a corre-sponding level.
Click here to become an online Journal subscriber