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    Bond Behavior of Near-Surface Mounted FRP Bars to Masonry 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 004
    Author(s): Yu Piyong;Silva Pedro;Nanni Antonio
    Publisher: American Society of Civil Engineers
    Abstract: The contribution of near-surface mounted (NSM) fiber-reinforced polymer (FRP) bars to the shear strength of unreinforced masonry (URM) walls built with concrete masonry units (CMU) was evaluated, and results are presented ...
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    Size Effects on Uniaxial Compression and Tension in Recycled Aggregate Concrete Fabricated Using Conventional and Equivalent Mortar Volume Techniques 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 004:;page 04026051-1
    Author(s): Yu, Yong; Zhou, Lingzhu; Khodadadi, Nima; Nanni, Antonio
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe equivalent mortar volume (EMV) method, praised for being cost-effective and efficient in improving recycled aggregate concrete (RAC) with minimal natural aggregates, is nevertheless complex regarding the internal ...
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    Fatigue and Monotonic Behaviors of Corrosion-Damaged Reinforced Concrete Beams Strengthened with FRCM Composites 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Elghazy Mohammed;El Refai Ahmed;Ebead Usama;Nanni Antonio
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a comprehensive account of using fabric-reinforced cementitious matrix (FRCM) composites to strengthen corrosion-damaged reinforced concrete (RC) structures subjected to monotonic loading and fatigue. ...
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    Corrosion-Damaged RC Beams Repaired with Fabric-Reinforced Cementitious Matrix 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Elghazy Mohammed;El Refai Ahmed;Ebead Usama;Nanni Antonio
    Publisher: American Society of Civil Engineers
    Abstract: The structural performance of corrosion-damaged reinforced concrete (RC) beams repaired with fabric-reinforced cementitious matrix (FRCM) was investigated. Eleven RC beams were constructed and tested in flexure under ...
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    Untitled 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    Author(s): Gooranorimi Omid;Claure Guillermo;De Caso Francisco;Suaris Wimal;Nanni Antonio
    Publisher: American Society of Civil Engineers
    Abstract: Technologies developed over the last two decades have introduced the use of glass fiber reinforced polymer (GFRP) composite bars as reinforcement in concrete structures when corrosion of the steel reinforcement is likely ...
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    Acceptance Criteria for Tensile Characterization of Fabric-Reinforced Cementitious Matrix Systems for Concrete and Masonry Repair 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 006
    Author(s): De Santis Stefano;Hadad Houman A.;De Caso y Basalo Francisco;de Felice Gianmarco;Nanni Antonio
    Publisher: American Society of Civil Engineers
    Abstract: Fabric-reinforced cementitious matrix (FRCM) composites are a new class of materials used to repair and strengthen existing structures. Mechanical performance varies widely based on the type and volume of fibers, fabric ...
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    Static and Fatigue Performance of FRCM-Strengthened Concrete Beams 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Akbari Hadad Houman;Nanni Antonio;Ebead Usama Ali;El Refai Ahmed
    Publisher: American Society of Civil Engineers
    Abstract: Fabric-reinforced cementitious matrix (FRCM) composites represent a new technique for strengthening concrete and masonry structures. Various studies confirm the efficiency of FRCM systems in terms of ultimate capacity gain, ...
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    Probabilistic Assessment of Chloride Ion Migration in Concrete: Enhancing Predictive Accuracy and Gaining Insights into Distribution Patterns 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 011:;page 04025399-1
    Author(s): Yu, Xuanrui; Liu, Qing-feng; Khodadadi, Nima; Hu, Tianyu; Liu, Jingxin; Nanni, Antonio
    Publisher: American Society of Civil Engineers
    Abstract: AbstractChloride ion ingress into concrete leads to the corrosion of reinforcing steel, a primary cause of reduced load-bearing capacity and shortened service life, significantly impacting the durability of these structures. ...
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