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  1. 1

    Effect of increasing the number of anchors on the flexural performance of FRP-strengthened RC beams by Hawileh, Rami A.

    Published 2024
    “…Results showed that increasing the number of anchors significantly improved the flexural behavior of the strengthened beam in terms of the beam's response at failure and the strain utilized in the FRP laminates. …”
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    Decreased methylglyoxal-mediated protein glycation in the healthy aging mouse model of ectopic expression of UCP1 in skeletal muscle by Jinit, Masania

    Published 2023
    “…This may be achieved by decreasing protein glycation by the reactive metabolite, methylglyoxal (MG). …”
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    Decreased methylglyoxal-mediated protein glycation in the healthy aging mouse model of ectopic expression of UCP1 in skeletal muscle by Jinit Masania (7164239)

    Published 2023
    “…This may be achieved by decreasing protein glycation by the reactive metabolite, methylglyoxal (MG). …”
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    Thermoelectric power of (Cu0.5Tl0.5)-1223 superconducting phase added with BaSnO3 nanoparticles by Srour, A.

    Published 2017
    “…Superconducting transition temperature (Tc) increases up to 117.5 for x = 0.25 wt.% and then it decreases with further x addition. …”
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    A slow but steady nanoLuc: R162A mutation results in a decreased, but stable, nanoLuc activity by Wesam S. Ahmed (10170053)

    Published 2024
    “…In this regard, engineering of brighter bioluminescent proteins, i.e. luciferases, has played a significant role. …”
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    Dynamic Stability Analysis in Hybrid Nanocomposite Polymer Beams Reinforced by Carbon Fibers and Carbon Nanotubes by Behrooz Keshtegar (16500964)

    Published 2020
    “…<p dir="ltr">The objective of this innovative research is assessment of dynamic stability for a hybrid nanocomposite polymer beam. The considered beam formed by multiphase nanocomposite, including polymer–carbon nanotubes (CNTs)–carbon fibers (CFs). …”
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    Numerical Investigation of Flexural Behavior of Reinforced Concrete (RC) T-Beams Strengthened with Pre-Stressed Iron-Based (FeMnSiCrNi) Shape Memory Alloy Bars by Khalil, Ahmed

    Published 2023
    “…The bars are embedded in a concrete layer attached to the beam’s soffit. Based on the numerical results, it was found that increasing the compression strength from 30 to 60 MPa slightly improves the beam’s strength (by 2%), but it significantly increases its ductility by approximately 45%. …”
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    Shear Strengthening of Reinforced Concrete Beams Using CFRP Wraps by Mhanna, Haya H.

    Published 2019
    “…Thus, it could be concluded that an ideal way to increase the shear capacity and ductility of RC beams is to completely wrap the beams using CFRP sheets. …”
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    Minimization of the amplitude of the entire span of beams using mass dampers by Issa, Jimmy S.

    Published 2017
    “…Since minimizing the amplitude at one point of the beam might increase it at another point, in this work the maximum amplitude along the entire beam span is minimized. …”
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  13. 13

    FE modeling of concrete beams and columns reinforced with FRP composites by Abed, Farid

    Published 2021
    “…The results resembled the experimental observations that indicate significant effect of the FRP bar diameter and type ont he flexural capacity of the RC beams. It was also shown that Increasing the number of bars while keeping the same reinforcement ratio enhanced the stiffness of the RC beam.…”
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    The flexural behavior of bolting and bonding Aluminum Alloy plates to RC beams by Abuodeh, Omar Raed

    Published 2019
    “…The results indicated that the beam with bonded AA plates showed a 32% increase in load capacity and 45% increase in deflection compared to the control beam, whereas the beam with bolted and bonded AA plates showed a 24% increase in load capacity and 84% increase in deflection compared to the control beam. …”
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  16. 16

    Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors by Assad, Maha

    Published 2024
    “…Carbon fiber-reinforced polymers (CFRP) are widely used to strengthen reinforced concrete (RC) beams. Its major drawback is the brittle failure mode in the form of debonding of the CFRP laminate. …”
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  17. 17

    Strengthening of reinforced concrete beams in flexure with side bonded CFRP laminates by Hawileh, Rami

    Published 2017
    “…The current state of the art technique used in flexural strengthening of reinforced concrete RC beams is by externally bonding CFRP sheets or plates to the beam’s soffit. …”
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    Evaluation of the contribution of flexural CFRP plates in shear strengthening RC beams by Saqan, Elias I.

    Published 2015
    “…Strengthening of RC beams for shear has been typically done by externally attaching strips of steel plates or carbon-fiber reinforced polymer (CFRP) sheets or plates on the sides of the beams. …”
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