Title: Three-Parameter Kinematic Theory for Shear Behavior of Continuous Deep Beams

Author(s): Boyan I. Mihaylov, Bradley Hunt, Evan C. Bentz, and Michael P. Collins

Publication: Structural Journal

Volume: 112

Issue: 1

Appears on pages(s): 47-58

Keywords: deep beams; differential settlement; kinematics; redistribution; shear strength; ultimate deformations

DOI: 10.14359/51687180

Date: 1/1/2015

Abstract:
This paper presents a theory for predicting shear strengths, deformations, and crack widths near failure of continuous deep beams. To describe the deformations in continuous deep beams, the theory uses a three-degree-of-freedom kinematic model (3PKT), which is an extension of an earlier two-degree-of-freedom model (2PKT) for members in single curvature. The extended model is validated with the help of measured local and global deformations taken during loading to failure of a large continuous deep beam. The accuracy of the shear-strength predictions given by the theory is evaluated using a database of 129 published tests of continuous deep beams. The theory enables the load distribution and failure loads of continuous deep beams subject to differential settlement to be evaluated.