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Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings

Type: Journal Paper

Author : Deric J Oehlers

Publisher: Elsevier Science

Year: 2001

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Manufacture and testing of a novel FRP tube confinement system

Type: Journal Paper

Author : Togay Ozbakkaloglu; Deric J. Oehlers

Publisher: Elsevier Science

Year: 2008

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Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding

Type: Journal Paper

Author : Deric J. Oehlers; Phillip Visintin; Wade Lucas

Year: 2016

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Moment Redistribution within Continuous Composite Beams

Type: Journal Paper

Author : Deric J. Oehlers; Mark A. Bradford

Year: 1995

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Deterioration of bond–slip due to corrosion of steel reinforcement in reinforced concrete

Type: Journal Paper

Author : Qian Feng; Phillip Visintin; Deric J. Oehlers

Year: 2015

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Flexural Strength of Profiled Beams

Type: Journal Paper

Author : Deric J. Oehlers; Howard D. Wright; Matthew J. Burnet

Year: 1994

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Simulating reinforced concrete members. Part 1: partial interaction properties

Type: Journal Paper

Author : Tim J. Ibell; Deric J. Oehlers; Phillip Visintin; Jian-Fei Chen

Year: 2014

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The FRP Reinforced Shear-Friction Mechanism

Type: Journal Paper

Author : Wade Lucas; Deric J. Oehlers; M. S. Mohamed Ali; Michael C. Griffith

Year: 2012

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Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings

Manufacture and testing of a novel FRP tube confinement system

Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding

Moment Redistribution within Continuous Composite Beams

Deterioration of bond–slip due to corrosion of steel reinforcement in reinforced concrete

Flexural Strength of Profiled Beams

Simulating reinforced concrete members. Part 1: partial interaction properties

The FRP Reinforced Shear-Friction Mechanism

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Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings

Manufacture and testing of a novel FRP tube confinement system

Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding

Moment Redistribution within Continuous Composite Beams

Deterioration of bond–slip due to corrosion of steel reinforcement in reinforced concrete

Flexural Strength of Profiled Beams

Simulating reinforced concrete members. Part 1: partial interaction properties

The FRP Reinforced Shear-Friction Mechanism