Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams

By S. Ashour. 2000

227 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/07faffa58a5e4d4319729ec9d2c87699a98e045d

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. M. A. Mansur
2. M. Rashid

In Civil and Structural Engineering

1. M. A. Mansur
2. M. Rashid
3. Mohd Zamin Jumaat

Citations in the corpus

• Reinforced high-strength concrete beams in flexure (2005, background): “(1) to predict the cracking moment Mcr,cal-1, the beams display early cracking as depicted by a mean value of only 0.”
• Flexural Behaviour of Reinforced Lightweight Concrete Beams Made with Oil Palm Shell (OPS) (2006, background): “Ashour (2000) mentions that members with a displacement ductility in the range of 3 to 5 has adequate ductility and can be considered for structural members subjected to large displacements, such as sudden forces caused by earthquake.”