Titlebook: GCEC 2017; Proceedings of the 1 Biswajeet Pradhan Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Structural and Constr

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Composite Slab Numerical Strength Test Method Under Partial Connection Approachn function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.

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2366-2557 nts the latest developments in the field of Civil Engineerin.This book gathers the proceedings of the 1st Global Civil Engineering Conference, GCEC 2017, held in Kuala Lumpur, Malaysia, on July 25–28, 2017. It highlights how state-of-the-art techniques and tools in various disciplines of Civil Engin

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https://doi.org/10.1007/978-3-658-01180-2lize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.

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Critical Crack-Tip Opening Displacement of SCLClize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.

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Conference proceedings 2019highlights how state-of-the-art techniques and tools in various disciplines of Civil Engineering are being applied to solve real-world problems. The book presents interdisciplinary research, experimental and/or theoretical studies yielding new insights that will advance civil engineering methods. Th

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RC Column Repaired with HPFRCC and Confined with CFRP: Numerical Analyses to Evaluate the Column Secigh-performance fiber-reinforced cement composites (HPFRCC) jackets and external carbon fiber-reinforced polymer (CFRP) wrapping. The column damage is due to degradation of concrete and steel rebars for effect of the corrosion. Different HPFRCC mix designs were considered to repair the column assumi