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RISSlender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of an experimental investigation into the behavior of slender steel columns strengthened using high-modulus
Erratum for “Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control” by Amr Shaat and Amir Z. Fam
Publisher: American Society of Civil Engineers
Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes
Publisher: American Society of Civil Engineers
Abstract: This paper presents the experimental results of large-scale concrete-filled glass fiber reinforced polymer (GFRP) circular tubes and control hollow GFRP and steel tubes tested in bending. The diameter of the beams ranged ...