Precast Segmental Box Girders

Experimental and Analytical Approaches

Nonfiction, Science & Nature, Mathematics, Number Systems, Technology, Construction & Construction Trades
Cover of the book Precast Segmental Box Girders by Fadzli Mohamed Nazri, Mohd Azrulfitri Mohd Yusof, Moustafa Kassem, Springer International Publishing
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Author: Fadzli Mohamed Nazri, Mohd Azrulfitri Mohd Yusof, Moustafa Kassem ISBN: 9783030119843
Publisher: Springer International Publishing Publication: February 9, 2019
Imprint: Springer Language: English
Author: Fadzli Mohamed Nazri, Mohd Azrulfitri Mohd Yusof, Moustafa Kassem
ISBN: 9783030119843
Publisher: Springer International Publishing
Publication: February 9, 2019
Imprint: Springer
Language: English

This book explores the fundamentals of the elastic behaviour of erected precast segmental box girders (SBG) when subjected to static load, as well as the construction process (casting and erection work) involved. It analyzes and compares the experimental results with those obtained using the finite element method and theoretical calculations. A short-term deflection analysis for different loads is obtained by determining the maximum deflection, stress and strain value of single span precast SBG under a variety of transversal slope. The outcome of this work provides a better understanding of the behaviour of precast SBG in terms of structural responses as well as defects, so that maintenance work can then be focused on the critical section at mid span area specifically for the bridge project longitudinally and transversely. The book is of interest to industry professionals involved in conducting static load tests on bridges, and all researchers, designers, and engineers seeking to validate experimental work with numerical and analytical approaches.

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This book explores the fundamentals of the elastic behaviour of erected precast segmental box girders (SBG) when subjected to static load, as well as the construction process (casting and erection work) involved. It analyzes and compares the experimental results with those obtained using the finite element method and theoretical calculations. A short-term deflection analysis for different loads is obtained by determining the maximum deflection, stress and strain value of single span precast SBG under a variety of transversal slope. The outcome of this work provides a better understanding of the behaviour of precast SBG in terms of structural responses as well as defects, so that maintenance work can then be focused on the critical section at mid span area specifically for the bridge project longitudinally and transversely. The book is of interest to industry professionals involved in conducting static load tests on bridges, and all researchers, designers, and engineers seeking to validate experimental work with numerical and analytical approaches.

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