Laser‐induced graphene (LIG) provides a scalable, laser‐direct‐written route to porous graphene architecture with tunable chemistry and defect density. Through heterojunction engineering, catalytic functionalization, and intrinsic self‐heating, LIG achieves highly sensitive and selective detection of NOX, NH3, H2, and humidity, supporting next ...
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Experimental Investigation of Shear Connection in Precast Concrete Sandwich Panels with Reinforcing Ribs. [PDF]
Macháček J +3 more
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Data-Driven Approach to Derive Equation for Predicting Ultimate Shear Strength of Reinforced Concrete Beams Without Stirrups. [PDF]
Phoeuk M, Choi DY, Limkatanyu S, Kwon M.
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Bearing characteristics and control measures of coal rib under the condition of composite roof in deep mining. [PDF]
Yang S, Wang X, Gu Q, Chen J.
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Influence of Temperature and Load Duration on Glass/Ionomer Laminates Torsion and Bending Stiffness [PDF]
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Parametric Material Optimization and Structural Performance of Engineered Timber Thin-Shell Structures: Comparative Analysis of Gridshell, Segmented, and Hybrid Systems. [PDF]
Golański M +4 more
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Tolerance driven lightweight design and interface robustness of multi material aircraft horizontal tail structures. [PDF]
Lin M, Wang B, Lin C.
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Geometrically nonlinear high-fidelity aerostructural optimization for highly flexible wings. [PDF]
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AFRP Fabric Strengthening along Shear span in Shear deficient beams
International Journal on Science and TechnologyIn this study, AFRP (Aramid Fiber Reinforced Polymer) Fabric were utilized to externally strengthen the shear deficient beams in the shear span. Shear deficient beams externally strengthened with varying thickness of AFRP in Shear span and two layers of AFRP Strip of 50 mm width at the bottom of the beam are modeled and analysed.
Arya J -, Dhanya Krishnan -
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Effect of shear span-to-depth ratio on shear strength components of RC beams
Engineering Structures, 2018Abstract The additive model of shear strength of reinforced concrete (RC) members, i.e. shear strength (V) is equal to the sum of the contribution from concrete (Vc) and that from transverse reinforcement (Vs), has been widely accepted in the literature and engineering practice.
Biao Hu, Yu-Fei Wu
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