Publications
Tension anchorage system. Google Patents.
. (2007). Simplified wedge anchor system for FRP rods. Fiber-Reinforced-Plastic Reinforcement for Concrete Structures, International Symposium FRPRCS-8.
. (2007). Novel anchor system for CFRP rod: Finite-element and mathematical models. Journal of Composites for Construction, 11, 469-476. doi:10.1061/(ASCE)1090-0268(2007)11:5(469)
. (2007). Simplified Tension Anchorage. US Patent No. No. 10/574,323. U.S-Continuation In-Part (CIP) Patent Application.
. (2006). Development and assessment of a new CFRP rod-anchor system for prestressed concrete. Applied Composite Materials, 13, 321-334. doi:10.1007/s10443-006-9019-6
. (2006). Effect of sleeve material on iInterfacial ocntact behavior of CFRP-metal couples. Journal of Materials in Civil Engineering, 18, 825-830. doi:10.1061/(ASCE)0899-1561(2006)18:6(825)
. (2006). FEM and mathematical models of the interfacial contact behaviour of CFRP-metal couples. Composite Structures, 73, 33-40. doi:10.1016/j.compstruct.2005.01.024
. (2006). Gripping Behavior of CFRP PrestressingRods for Novel Anchor Design. Special Publication, 230, 209–228.
. (2005). Variable thickness barrel anchor for CFRP prestressing rods. ,” Ned Burns Symposium on Historic Innovations in Prestressed Concrete, (ACI SP-231), 237-252.
. (2005). Effect of sandblasting on interfacial contact behavior of carbon-fiber-reinforced polymer-metal couples. Journal of Composites for Construction, 9, 289-295. doi:10.1061/(ASCE)1090-0268(2005)9:4(289)
. (2005). Tension anchorage. Patent No. PCT/CA03/01469.
. (2003). Interfacial contact behavior of CFRP-metal couples. In ASTM Special Technical Publication (pp. 166-177). Retrieved from https://www.scopus.com/inward/record.uri?eid=2-s2.0-8844221277&partnerID=40&md5=6f857807c22bef8fa34006c1ccd745cb
. (2003). Experimental and analytical investigation of a stainless steel anchorage for CFRP prestressing tendons. PCI Journal, 46, 88-100. doi:10.15554/pcij.03012001.88.100
. (2001). Mechanical behavior of CFRP rod anchors under tensile loading. Journal of Composites for Construction, 5, 128-135. doi:10.1061/(ASCE)1090-0268(2001)5:2(128)
. (2001). Experimental and Analytical Investigation of Wedge Anchors for CFRP Rods Under Load. University of Waterloo.
. (1999). Development of a peripheral thickness estimation method for volumetric breast density measurements in mammography using a 3D finite element breast model. Lecture Notes in Computer Science (including subseries Lecture Notes in Artificial Intelligence and Lecture Notes in Bioinformatics), 6136 LNCS, 467-473. doi:10.1007/978-3-642-13666-5_63
. (2010). Validation of a method for measuring the volumetric breast density from digital mammograms. Physics in Medicine and Biology, 55, 3027-3044. doi:10.1088/0031-9155/55/11/003
. (2010). Effect of FRP Wrapping Stiffness and Concrete Cover on Lap Splice Failure Behavior. Special Publication, 322, 1–1.
. (2018). Crack growth modeling of tension lap spliced reinforced concrete beams strengthened with fibre reinforced polymer wrapping under fatigue loading. Construction and Building Materials, 166, 345-355. doi:10.1016/j.conbuildmat.2018.01.136
. (2018). دراسة انسحاب و انزلاق حديد التسليح للكمرات اللي تحتوي توصيل حديد و تأثير استخدام لفائف الاليفا الزجاجية و الكربونية المعززية بالبوليمر حول. JOURNAL OF COMPOSITES FOR CONSTRUCTION.
. (2016).