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RISCrack Model for RC Members Based on Compatibility of Stress-Transfer and Mean-Strain Approaches
Publisher: American Society of Civil Engineers
Abstract: The current study proposes a simple and mechanically sound analytical approach for crack analysis of reinforced concrete (RC) flexural members at the stage of stabilized cracking. The philosophy behind the proposed methodology ...
Hybrid Tension Stiffening Approach for Decoupling Shrinkage Effect in Cracked Reinforced Concrete Members
Publisher: American Society of Civil Engineers
Stress-Strain Relations for Cracked Tensile Concrete from RC Beam Tests
Publisher: American Society of Civil Engineers
Abstract: A method for determining the stress-strain relations for concrete form short-term flexural tests of reinforced concrete members is proposed. The method is based on the smeared crack approach. Average stress-strain relations ...
Eliminating Shrinkage Effect from Moment Curvature and Tension Stiffening Relationships of Reinforced Concrete Members
Publisher: American Society of Civil Engineers
Abstract: Experimental results on cracking and deformation behavior of RC members subjected to short-term loading are frequently misinterpreted because shrinkage effect is not taken into account. Even at first loading, free shrinkage ...
Discussion of “Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars” by Rim Nayal and Hayder A. Rasheed
Publisher: American Society of Civil Engineers
Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. Ian Gilbert
Publisher: American Society of Civil Engineers
Serviceability Analysis of Concrete Beams with Different Arrangements of GFRP Bars in the Tensile Zone
Publisher: American Society of Civil Engineers
Abstract: Extensive experimental investigations were carried out to investigate the serviceability (deformations and crack opening width) of fiber–reinforced polymers (FRP) reinforced concrete members. However, most of the tests ...