Channels - Impact of wrap quantity on strength of damaged and undamaged CFRP-reinforced structural members :: FRELIP Discovery

Similar Items: Impact of wrap quantity on strength of damaged and undamaged CFRP-reinforced structural members

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The efficiency of using CFRP as a strengthening technique for reinforced concrete beams subjected to blast loading
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Experimental Investigation on Behavior of SCC Filled Steel Tubular Stub Columns Strengthened with CFRP
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Computationally Efficient 2D Mesoscopic Coupled THM Simulation of Freeze–Thaw Damage in Steel Fibre-Reinforced Concrete
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Influence of ground motion duration on ductility demands of reinforced concrete structures
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Influence of casting delay on concrete compressive strength
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Enhancing the strength of sandcrete blocks using coarse aggregates
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Embedded carbon fiber-reinforced polymer rod in reinforced concrete frame and ultra-high-performance concrete frame joints
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Modal identification of localised damage in beams and trusses: experimental and numerical results
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Predicting the Freeze-Thaw Damage Initiation in Concrete Facades with Different Surface Types
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Enhancing the Flexural Behavior of Over-Reinforced Concrete Beams
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Design of reactive powder concrete mortar mixes through high strength and durability
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Performance evaluation of compressive strength of concrete using different machine learning algorithms
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The effect of curing condition and use of additives on compressive strength of lime/pozzolana mortar
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Testimonials About Damages in Construction Resulting in Need for Rework – Cases in Sweden - Part 2
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Testimonials about Damages in Construction Resulting in Need for Rework–Cases in Sweden - Part 1
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Compressive strength and fire resistance of mortar containing spent garnet as partial sand replacement
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Predicting compressive strength of heavyweight concrete using deep neural networks and Box–Behnken design
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A novel neuro genetic programming framework for modelling compressive strength of recycled aggregate concrete
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Effects of concrete parameters in the lateral stiffness of reinforced concrete squat walls
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Behavior of GGBFS-modified DSM columns in clay soil: Strength–permeability characteristics and predictive laboratory modeling
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Experimental study on the effect of polypropylene fiber on bond behavior, corrosion resistance, and microstructural characteristics of high-strength flowable concrete
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Sufficient Sampling to Determine the Cover Depth of Reinforcement and Carbonation Depth for In-use and Reclaimed Concrete Elements
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Study on Seismic Performance of In-Plane Geometric Asymmetry Modular Prefabricated Reinforced Concrete Shear Wall
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The effect of Mount Sinabung volcanic ash and the addition of silica fume as a partial substitution of cement weight on the compressive strength of concrete