Amer Hmidan
- CFRP Repair of Steel Beams with Various Initial Crack Configurations. In: Journal of Composites for Construction, v. 15, n. 6 (Dezember 2011). (2011):
- Residual Behavior of Shear-Repaired Concrete Beams Using CFRP Sheets Subjected to Elevated High Temperatures. In: Journal of Composites for Construction, v. 16, n. 3 (Juni 2012). (2012):
- Stress Intensity Factors for Cracked Steel Girders Strengthened with CFRP Sheets. In: Journal of Composites for Construction, v. 19, n. 5 (Oktober 2015). (2015):
- Variable Shear Span-Depth Ratios for Reinforced Concrete Beams Strengthened with Various CFRP Configurations. In: ACI Structural Journal, v. 112, n. 5 (September 2015). (2015):
- Crack-dependent response of steel elements strengthened with CFRP sheets. In: Construction and Building Materials, v. 49 (Dezember 2013). (2013):
- Material characteristics and residual bond properties of organic and inorganic resins for CFRP composites in thermal exposure. In: Construction and Building Materials, v. 50 (Januar 2014). (2014):
- Correction factors for stress intensity of CFRP-strengthened wide-flange steel beams with various crack configurations. In: Construction and Building Materials, v. 70 (November 2014). (2014):
- Effect of sustained load combined with cold temperature on flexure of damaged steel beams repaired with CFRP sheets. In: Engineering Structures, v. 56 (November 2013). (2013):