Evaluation of tension stiffening effect on the crack width calculation of flexural RC members
Building codes consider the tension stiffening when calculating the crack width of the flexural members. A simple analytical procedure is proposed for the determination of forces, stresses and strains acting on a reinforced concrete section subjected to flexure considering the concrete contribution...
Main Authors: | Said M. Allam, Mohie S. Shoukry, Gehad E. Rashad, Amal S. Hassan |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2013-06-01
|
Series: | Alexandria Engineering Journal |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016813000045 |
Similar Items
-
Crack width evaluation for flexural RC members
by: Said M. Allam, et al.
Published: (2012-09-01) -
Analytical Modeling of Crack Widths and Cracking Loads in Structural RC Members
by: David Z. Yankelevsky, et al.
Published: (2022-03-01) -
Probability-Based Crack Width Estimation Model for Flexural Members of Underground RC Box Culverts
by: Sang-Hyo Kim, et al.
Published: (2022-02-01) -
Effect of local bond behavior degradation on tension stiffness in reinforced concrete with pre-existing longitudinal cracks
by: Amadou Sakhir Syll, et al.
Published: (2024-07-01) -
An Adaptive Crack Width Prediction for Flexural Steel Reinforced UHPC Beams
by: Yanping Zhu, et al.
Published: (2023-12-01)