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Titlebook: Recent Trends in Civil Engineering; Select Proceedings o K. K. Pathak,J. M. S. J. Bandara,Ramakant Agrawal Conference proceedings 2021 Spri

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Evaluation of Flexural Behaviour of Post-tensioned RC Beams Strengthened Using CFRP Laminates with Nical work was to demonstrate the strength and deformation behaviour of the PT beams tested under static condition over four points bending. The results revealed that the cracking and ultimate load-carrying capacity of strengthened PT beams increased linearly compared with control beams. Increase in
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Analysis of Isotropic and Orthotropic Sandwich Bridge Decksem. The displacement of the sandwich deck system is found to be 85–90% less than that in the single-layer steel deck. Here, the thickness of the steel deck is equal to the sum of the two steel faceplates of the sandwich deck. The study shows that fatigue damage can be reduced in the steel bridge dec
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The Effect of Angle of Web Opening for Prediction of Ultimate Failure Load of Castellated Beams by Elar opening. To identify experimental results of this research, 24 beams were fabricated, tested and results are validated using ANSYS software. The variable considered in this research is the angle of opening 30°, 45° and 60° for diamond. The length of the opening for diamond and rectangle of caste
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Studies on Rotation Capacity and Torsional Strength of Normal, Medium- and High-Strength RC Beams the literature survey. Also, the parametric analysis had carried out for different models, theories and codal equations as suggested by the different investigators. The obtained torsional strength experimental values of NSC beams are well agreement with the predicted torsional strength for most of
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2366-2557 ement, water resource engineering and renewable energy. The contents of this book will be useful for students, researchers and professionals working in civil engineering..978-981-15-5197-0978-981-15-5195-6Series ISSN 2366-2557 Series E-ISSN 2366-2565
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