http://yetl.yabesh.ir/yetl1/handle/yetl/18998 Mon, 14 Sep 2026 21:59:53 GMT 2026-09-14T21:59:53Z https://localhost:443/yetl1/bitstream/id/184291/ http://yetl.yabesh.ir/yetl1/handle/yetl/18998 http://yetl.yabesh.ir/yetl1/handle/yetl/4314585 Experimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities Khamis, Ahmed M.; Selmy, Yasser M.; El-Salakawy, Ehab F. Abstract This study investigates the structural performance of full-scale slender circular concrete columns reinforced with glass fiber–reinforced polymer (GFRP) bars and spirals under various eccentric loading scenarios. Seven full-scale specimens with ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314585 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314584 Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members Harries, Kent A. Abstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it susceptible to local buckling, ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314584 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314583 GFRP as Interface Shear Reinforcement in Concrete Cold Joints Montaser, Abdallah; Galal, Khaled Abstract Interface shear reinforcement plays a critical role in ensuring load transfer across concrete cold joints. Although the increasing use of glass fiber–reinforced polymer (GFRP) bars in structural applications, their application as interface shear ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314583 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314582 Behavior of Short-Span Concrete-Filled FRP Tubes with ± 55° Fiber Orientation under Bending and Shear Roy, Subharajit; Sadeghian, Pedram Abstract In this study, the flexural and shear behavior of steel-reinforced concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) with ± 55° fiber orientation is examined extensively through experimental and numerical approaches. A total of 18 ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314582 2026-01-01T00:00:00Z