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Torsional behavior of BFRP bars reinforced engineered cementitious composites beams without stirrup
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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Size effects on tensile properties and compressive strength of engineered cementitious composites
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Flexural size effect of ultra-high ductile concrete under different damage and ductility levels
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3D-printable engineered cementitious composites (3DP-ECC): Fresh and hardened properties
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A theoretical model for the anti-fatigue design of steel reinforced ECC composite system under flexure
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Flexural behavior of seawater sea-sand concrete beams reinforced with BFRP bars/grids and BFRP-wrapped steel tubes
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Shear behavior of green concrete beams reinforced with basalt FRP bars and stirrups
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Experimental study on torsional behavior of FRC and ECC beams reinforced with GFRP bars
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Use of sea-sand and seawater in concrete construction: Current status and future opportunities
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Experimental study on the size effect of ultra-high ductile cementitious composites
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Effect of polyethylene fiber content on physical and mechanical properties of engineered cementitious composites
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Development of ultra-high ductility engineered cementitious composites as a novel and resilient fireproof coating
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Experimental study on the mechanical properties of different fiber-reinforced seawater sea-sand engineered cementitious composites
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A review on embedded fibre-reinforced polymer reinforcement in structural concrete in Europe
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Torsional behavior of ultra-high performance concrete squared beams
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Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: An experimental study
inferredcites →https://doi.org/10.1016/j.engstruct.2018.05.037openalex-snapshot
Feasibility of using ultra-high ductility cementitious composites for concrete structures without steel rebar
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Structural behavior of RC beams strengthened with prestressed near surface mounted technique using basalt FRP bars
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In-plane shear behavior of masonry panels strengthened with ultra-high ductile concrete (UHDC)
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Experimental study of reinforced UHDC-UHPC panels under close-in blast loading
inferredcites →https://doi.org/10.1016/j.matdes.2015.07.125openalex-snapshot
The effect of synthetic polyethylene fiber on the strain hardening behavior of engineered cementitious composite (ECC)
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inferredcites →https://doi.org/10.1061/(asce)0733-9399(1992)118:11(2246)openalex-snapshot
Steady‐State and Multiple Cracking of Short Random Fiber Composites
inferredcites →https://doi.org/10.1061/(asce)be.1943-5592.0000839openalex-snapshot
Reinforced Concrete Beams with and without FRP Web Reinforcement under Pure Torsion
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000491openalex-snapshot
Performance of Concrete Beams Reinforced with Basalt FRP for Flexure and Shear
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000515openalex-snapshot
Torsional Moment Capacity and Failure Mode Mechanisms of Concrete Beams Reinforced with Carbon FRP Bars and Stirrups
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0001174openalex-snapshot
Enhancement of Bond Performance of FRP Bars with Seawater Coral Aggregate Concrete by Utilizing Ecoefficient Slag-Based Alkali-Activated Materials
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0002292openalex-snapshot
Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0002502openalex-snapshot
Experimental and Analytical Study of Ultrahigh-Performance Fiber-Reinforced Concrete Curved Beams
inferredcites →https://doi.org/10.1177/1369433220912350openalex-snapshot
Seismic fragility analysis of two-story ultra-high ductile cementitious composites frame without steel reinforcement
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Tensile Strain-Hardening Behavior of Polyvinyl Alcohol Engineered Cementitious Composite (PVA-ECC)
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Evaluation of Minimum Shear Reinforcement Requirements for Higher Strength Concrete
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Fiber-Bridging Constitutive Law of Engineered Cementitious Composites
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Performance Improvement of a Fiber-Reinforced Polymer Bar for a Reinforced Sea Sand and Seawater Concrete Beam in the Serviceability Limit State
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Torsional performance of FRP bars reinforced seawater sea-sand engineered cementitious composites (SS-ECC) beams without stirrup: A numerical study
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Structural application of engineered cementitious composites (ECC): A state-of-the-art review
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inferred← citeshttps://doi.org/10.1177/07316844241243130openalex-snapshot
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