Amir Fam

Professor / Munro Chair / Associate Dean Reserach

Queen's University

Canada

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About

Amir Fam is a Professor and Munro Chair at Queen's University, Canada, where he also serves as the Associate Dean of Research. His research areas include the development and performance of fiber-reinforced polymer (FRP) materials in concrete structures, numerical modeling of bridge deck behavior, and concrete damage assessments. Recent publications highlight his work on bond strength, development length of FRP bars, and fatigue behavior of bridge structures under various load conditions.

Articles (20)

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2025

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2022

Collaborators (2)

Akram Jawdhari

UNITED STATES

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Joshua Woods

Assistant Professor

Queen's University

CANADA

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Amir Fam

Research Interests

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About

Articles (20)

Erratum for “Development Length of Small-Diameter Basalt FRP Bars in Normal- and High-Strength Concrete”

Numerical modeling of rolling loading of bridge deck with different reinforcement types

Bond and Development Length of GFRP Bars Embedded in Shotcrete

Pull-out strength of cast-in versus post-installed connectors in thin ultra-high performance concrete panels with polyoxymethylene fibers

Recommended concrete damage plasticity parameters and constitutive models for UHPC in ABAQUS

Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form

Fatigue Behavior under Rolling Load of a Full-Scale Bridge Deck with a Steel-Reinforced Section

Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review

Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars

Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps

Parametric investigation of continuous beams strengthened with near surface mounted FRP bars

Punching Shear of Flat Slabs with Pultruded GFRP Stay-in-Place Structural Forms

RC beams strengthened in shear with FRP-Reinforced UHPC overlay: An experimental and numerical study

Axial compressive strength of slender UHPFRC-filled steel tubes

Bonded connections of pultruded sections for floor system studied using digital image correlation

Fatigue Repair of Cracked Steel Plates Using Small-Patch Ultrahigh-Modulus CFRP Governed by Bond Failure

Evaluation of Spliced UHM CFRP Strip Panels for Strengthening Steel Beams

Concrete-Filled FRP Tubes under Combined Torsion and Bending

Pull-out strength of post-installed connectors in thin UHPC members

Experimental investigation of axial strength of damaged concrete-filled FRP tubes

Collaborators (2)

Akram Jawdhari

Joshua Woods

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