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.