Mohammad A. Alhassan
- Shear response of RC beams encompassing hybrid CFRP strips and steel stirrups: Beam depth effect. In: Structures, v. 38 (April 2022). (2022):
- Behavior of plain concrete beams with DSSF strengthened in flexure with anchored CFRP sheets—Effects of DSSF content on the bonding length of CFRP sheets. In: Case Studies in Construction Materials, v. 9 (Dezember 2018). (2018):
- Innovative model for accurate prediction of the transfer length of prestressing strands based on artificial neural networks: Case study. In: Case Studies in Construction Materials, v. 12 (Juni 2020). (2020):
- Response of interior beam-column connections integrated with various schemes of CFRP composites. In: Case Studies in Construction Materials, v. 14 (Juni 2021). (2021):
- (2020): Critical Evaluation of the Shear Lag Factor Provisions for W-Sections. In: Frontiers in Built Environment, v. 6 (Januar 2020).
- Anchoring holes configured to enhance the bond-slip behavior between CFRP composites and concrete. In: Construction and Building Materials, v. 250 (Juli 2020). (2020):
- Precise finite element modelling of the bond-slip contact behavior between CFRP composites and concrete. In: Construction and Building Materials, v. 240 (April 2020). (2020):
- Finite Element Modelling of Concrete Filled Steel Tube Columns Wrapped with CFRP. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 173, n. 11 (November 2020). (2020):
- High-Performance Plain and Fibrous Latex-Modified and Microsilica Concrete Overlays. In: Journal of Materials in Civil Engineering (ASCE), v. 20, n. 12 (Dezember 2008). (2008):
- Assessment of shrinkage-induced cracks in restrained and unrestrained cement-based slabs. In: Construction and Building Materials, v. 131 (Januar 2017). (2017):
- Long-term protection of bridge-deck systems with structural latex-modified concrete overlays. In: PCI Journal, v. 55, n. 3 (Juni 2010). (2010):
- Low-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (Juli 2007). (2007):