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: Time-dependent analysis of reinforced and prestressed concrete plates using mixed finite elements
Author(s): Murcia Vela, J.; Bozzo Rotondo, L.M.
Appears on pages(s): 17 - 28
Abstract:Shrinkage and creep are concrete properties which induce delayed deformations, that are usually important in the design and construction of concrete structures. The complexity in the instantaneous analysis of plates justifies the usual approximations permformed in their analysis (such as, for example, the equivalent frame method, etc.). Certainly, this is also the case for time-dependent analysis of concrete plates (delayed effective modulus method and others being employed therein). This work presents a procedure for taking accurately into account the effects of shrinkage and creep in concrete polates. The methodology introduced these deformations as geometrical actions in a step by step procedure. Linear viscoelasticity is assumed for concrete because time-dependent analysis corresponds usually to structural service-abilirty conditions. Besides, concrete cracking can be taken into account, as well as the effects of active and passive reinforcement. The finite element method is applied for the analysis using the Reissner functional which is a very interesting alternative for plate analysis. Joining the procedure to introduce the delayed deformations and the method of analysis results in a very effiecient methodology for a time-dependent analysis of plates. Finally, two examples ilustrate the posibilities of the procedure.
ACI International Partner, ACHE Spain, International Partner Access.
View Resource »