Titlebook: 8th International Conference on Advanced Composite Materials in Bridges and Structures; Volume 1 Brahim Benmokrane,Khaled Mohamed,Hamdy Moh

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https://doi.org/10.1007/978-3-658-23824-7series of double-lap shear tests of concrete prisms bonded on two opposite sides to CRPs. The strains derived from the analytical models were compared very well with the ones from gauges placed along the panel length in the experimental study. The development length predicted by the analytical model

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https://doi.org/10.1007/978-3-658-23861-2 bond-improved CFRP rods. The test shows that the cantilevered deck slab strengthened with the bond-improved CFRP rods had the excellent fatigue durability even to 150% higher wheel load than the load in Japanese design code.

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Discrete

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Stärkenorientierter Personaleinsatzsteel PC soldier-pile and RC precast panel wall system. A further comparison is presented for the design and cost of the wall system based on the project design criteria (ACI 440.1R, ACI 440.4R, and 2009 AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete, 1st Edition) with t