Nonlinear modelling of shrinkage-induced deformations on RC retaining walls

• Type: Article in International Conference Proceedings Book
• Date: 2011

Authors

Luís Leitão (Author) FEUP; Rui Faria (Author) FEUP; Miguel Azenha (Author) Other; Carlos Sousa (Author) FEUP

Conference proceedings International

Title: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications

Pages: 555-565

CoRAN 2011: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications

Coimbra, Portugal, 24 - 25 November 2011

Indexing

ISI Web of Knowledge - 1 Citation

Scientific classification

FOS: Engineering and technology > Civil engineering

Other information

Authenticus ID: P-00P-6CK

Abstract (EN): Crack control is a main issue for design, due to its determinant role in the durability and aesthetics of concrete structures. The phenomenon of cracking can be controlled by limiting the crack width through a proper quantification and distribution of the reinforcement. However, reinforcement design methodologies proposed by RC codes to ensure crack control usually induce the adoption of large amounts of steel, quite often in excess to that really needed. Such simplified rules differ from reality due to the lack of information concerning the actual restraining effects, the nonlinear phenomena involved, as well as the explicit consideration of the imposed deformation, which takes place simultaneously with concrete relaxation. These aspects are included in the model adopted for the present paper, which is targeted for application in actual structural design of large retaining walls.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 11