Strut-and-Tie Model for Shear Behavior in Deep Beams and Pile Caps Failing in Diagonal Splitting

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: Strut-and-Tie Model for Shear Behavior in Deep Beams and Pile Caps Failing in Diagonal Splitting

Author(s): WenN Bin Siao

Publication: Structural Journal

Volume: 90

Issue: 4

Appears on pages(s): 356-363

Keywords: deep beams; diagonal tension; shear properties; shear strength; Design

DOI: 10.14359/3978

Date: 7/1/1993

Abstract:
A strut-and-tie model is used to predict the shear strength of deep beams and pile caps failing in diagonal splitting. The accuracy of this approach can be verified by comparison against results of actual strength obtained from experimental testing published by others.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Edit Module Settings to define Page Content Reviewer