Tension stiffening model for concrete beams reinforced with steel and FRP bars

By Rim Nayal, Hayder A. Rasheed. 2006

188 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e8165561a0ddf2ebb5bdc454b273f1eaafd3ebd6

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Ali Raza
2. Q. Khan
3. Afaq Ahmad
4. S. Fawzia

In Civil and Structural Engineering

1. Ali Raza
2. Q. Khan
3. Afaq Ahmad
4. S. Fawzia

Citations in the corpus

• A MATERIAL MODEL FOR FLEXURAL CRACK SIMULATION IN REINFORCED CONCRETE ELEMENTS USING ABAQUS (2011, methodology): “The sudden drop at critical tensile strain εcr from maximum tensile stress σt0 to 0.8 σt0 as used by Nayal and Rasheed (2006) and Gilbert and Warner (1978) is slanted from (εcr, σt0) to (1.25 εcr, 0.77 σt0) to avoid run time errors in ABAQUS material model.”
• Numerical Investigation of Load-Carrying Capacity of GFRP-Reinforced Rectangular Concrete Members Using CDP Model in ABAQUS (2019, methodology): “,e tension stiffening model given by Nayal and Rasheed [31] is applicable for both fiberreinforced polymer (FRP) and steel-reinforced concrete.”