<?xml version="1.0" encoding="UTF-8"?>
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<title>Journal of Composites for Construction</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/18998" rel="alternate"/>
<subtitle/>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/18998</id>
<updated>2026-09-14T21:59:53Z</updated>
<dc:date>2026-09-14T21:59:53Z</dc:date>
<entry>
<title>Experimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4314585" rel="alternate"/>
<author>
<name>Khamis, Ahmed M.</name>
</author>
<author>
<name>Selmy, Yasser M.</name>
</author>
<author>
<name>El-Salakawy, Ehab F.</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4314585</id>
<updated>2026-08-20T21:31:15Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">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 ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4314584" rel="alternate"/>
<author>
<name>Harries, Kent A.</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4314584</id>
<updated>2026-08-20T21:31:10Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">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, ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>GFRP as Interface Shear Reinforcement in Concrete Cold Joints</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4314583" rel="alternate"/>
<author>
<name>Montaser, Abdallah</name>
</author>
<author>
<name>Galal, Khaled</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4314583</id>
<updated>2026-08-20T21:31:08Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">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 ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Behavior of Short-Span Concrete-Filled FRP Tubes with ± 55° Fiber Orientation under Bending and Shear</title>
<link href="http://yetl.yabesh.ir/yetl1/handle/yetl/4314582" rel="alternate"/>
<author>
<name>Roy, Subharajit</name>
</author>
<author>
<name>Sadeghian, Pedram</name>
</author>
<id>http://yetl.yabesh.ir/yetl1/handle/yetl/4314582</id>
<updated>2026-08-20T21:31:04Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">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 ...
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
</feed>
