[HTML][HTML] Performance and design of steel structures reinforced with FRP composites: A state-of-the-art review

T Tafsirojjaman, AUR Dogar, Y Liu, A Manalo… - Engineering Failure …, 2022 - Elsevier
Fiber-reinforced polymer (FRP) composite materials have gained popularity in civil,
mechanical, aircraft, and chemical engineering domains due to their superior mechanical …

[HTML][HTML] Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates

E Ghafoori, M Motavalli, A Nussbaumer… - Composites Part B …, 2015 - Elsevier
This study presents a design criterion developed for fatigue strengthening of a 120-year-old
metallic railway bridge in Switzerland and presents a pre-stressed un-bonded reinforcement …

[HTML][HTML] Fatigue strengthening of damaged steel members using wire arc additive manufacturing

E Ghafoori, H Dahaghin, C Diao, N Pichler, L Li… - Engineering …, 2023 - Elsevier
In this study, a directed energy deposition (DED) process called wire arc additive
manufacturing (WAAM) is employed for the fatigue strengthening of damaged steel …

Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams

E Ghafoori, M Motavalli - Materials & Design, 2015 - Elsevier
This paper studies the elastic behavior of steel beams strengthened with normal, high and
ultra-high modulus CFRP laminates using bonded and un-bonded systems. The elastic …

Innovative CFRP-prestressing system for strengthening metallic structures

E Ghafoori, M Motavalli - Journal of Composites for Construction, 2015 - ascelibrary.org
An innovative retrofit system to prestress carbon fiber reinforced polymer (CFRP) plates and
attach them to existing metallic beams was developed (patent number CH 706 630 B1) and …

Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: Experimental and numerical study

E Ghafoori, M Motavalli - Construction and Building Materials, 2015 - Elsevier
Lateral-torsional buckling (LTB) of steel beams that are strengthened by normal modulus
(NM) carbon fibre-reinforced polymer (CFRP) laminates was studied experimentally and …

Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams

E Ghafoori, M Motavalli, A Nussbaumer, A Herwig… - Engineering …, 2015 - Elsevier
The majority of fatigue strengthening studies focus on reducing propagation rates of existing
cracks, ignoring the crack initiation stage. Many existing metallic bridge members however …

Experimental and theoretical studies on reducing hot spot stress on CHS gap K-joints with CFRP strengthening

L Tong, G Xu, XL Zhao, H Zhou, F Xu - Engineering Structures, 2019 - Elsevier
This paper presents an experimental investigation into reducing the hot spot stress on gap K-
joints made of circular hollow sections (CHS) with carbon fibre reinforced polymer (CFRP) …

FRP strengthened SHS beam-column connection under monotonic and large-deformation cyclic loading

T Tafsirojjaman, S Fawzia, DP Thambiratnam… - Thin-Walled …, 2021 - Elsevier
Many civil applications use square hollow sections (SHSs) as members in beam-column
connections which can be vulnerable under cyclic loading. Cyclic loadings from …

Effect of crack orientation on fatigue behavior of CFRP-strengthened steel plates

NJ Aljabar, XL Zhao, R Al-Mahaidi, E Ghafoori… - Composite …, 2016 - Elsevier
The introduction of carbon fiber reinforced polymer (CFRP) with higher Young's modulus
has broadened its application to the strengthening of steel structures, especially under …