JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Shear Behavior Prediction of Reinforced Concrete Beams by Transformation Angle Truss Model
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Shear Behavior Prediction of Reinforced Concrete Beams by Transformation Angle Truss Model
Kim, Sang-U; Lee, Jeong-Yun;
 
 Abstract
This paper presents on the shear behavior prediction of reinforced concrete beams using Transformation Angle Truss Model (TATM). The TATM can evaluate the stress-strain relationships for cracked concrete by transforming stresses and strains for principal plane into those over the crack surfaces. This proposed analytical method simplifies the Fixed Angle Softened Truss Model (FA-STM) and removes the limitation of applicability of the FA-STM. The shear strength and strain of reinforced concrete beams are predicted by using the TATM. For the verification of proposed method, experimental results of reinforced concrete beams were compared with theoretical results by the TATM, FA-STM and Rotating Angle Softened Truss Model (RA-STM).
 Keywords
transformation angle truss model;fixed angle softened truss model;rotating angle softened truss model;reinforced concrete beam;shear behavior;
 Language
Korean
 Cited by