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Description This book shows how to design the various forms of steel-concrete composite bridges simply, with the use of real-life illustrative examples of bridges and data from research. Steel-Concrete composite bridges are those that combine both steel and concrete elements. They are a commonly-used and economical option for modern bridge construction projects. Knowledge of both materials and the behaviour of the interface between them is required for design of steel-concrete composite bridges, and is an essential part of the engineer's knowledge set. This new edition provides a general introduction to the relevant Eurocodes and covers EC1 on loadings (particularly for bridge loads), EC2 for concrete elements, EC3 for steel (with particular reference to the material properties and buckling) and EC4 for composite action and many industry examples and case studies. Table Of Content Foreword Eurocodes General concepts Simple beam bridges Integral bridges Continuous bridges Viaducts Haunches and double composite Box girders Trusses Arches Cable stayed bridges Prestressed steel-concrete composite Assessment of composite bridges References Appendix Index Keywords Bridges

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This second edition of Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges is brought fully up-to-date and provides structural engineers, academics, practitioners, and researchers with a detailed, robust, and comprehensive combined finite modeling and design approach. The book's eight chapters begin with an overview of the various forms of modern steel and steel-concrete composite bridges, current design codes (American, British, and Eurocodes), nonlinear material behavior of the bridge components, and applied loads and stability of steel and steel-concrete composite bridges. This is followed by self-contained chapters concerning design examples of steel and steel-concrete composite bridge components as well as finite element modeling of the bridges and their components. The final chapter focuses on finite element analysis and the design of composite highway bridges with profiled steel sheeting. This volume will serve as a valuable reference source addressing the issues, problems, challenges, and questions on how to enhance the design of steel and steel-concrete composite bridges, including highway bridges with profiled steel sheeting, using finite element modeling techniques. - Provides all necessary information to understand relevant terminologies and finite element modeling for steel and composite bridges - Discusses new designs and materials used in highway and railway bridge - Illustrates how to relate the design guidelines and finite element modeling based on internal forces and nominal stresses - Explains what should be the consistent approach when developing nonlinear finite element analysis for steel and composite bridges - Contains extensive case studies on combining finite element analysis with design for steel and steel-concrete composite bridges, including highway bridges with profiled steel sheeting

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Suspension bridge of Runyang Bridge. Bridge Constr. 2004, 36–39 (2004). Google Scholar Bi, X. D., Feng, Y. X. & Yang, M. Technical improvement and construction of main cable strand erection of Ma Anshan Bridge. J. Highw. Transp. Res. Dev. (Appl. Technol.) 10, 215–218 (2014). Google Scholar Li, H. The main cable erection technology for preventing the main cable of suspension bridge from bulging and twisting. Chin. Overseas Architect. 2015, 177–178 (2015).ADS Google Scholar Liao, C., Zhang, N. L. & Yi, J. W. The main suspension cable erection technology of Aizhai Bridge. Constr. Technol. 42, 5–8 (2013). Google Scholar Feng, C. B. Control techniques for superstructure construction of Wu Fengshan Yangtze River Bridge. Bridge Constr. 50, 99–104 (2020). Google Scholar Ministry of Transport of China. Technical specifications for construction monitoring and control of highway bridges, JTG/T3650-01-2022, Beijing (2022).Zhao, Y. Research on Main Cable Control and Poisson Effect Involved in Suspension Bridge (Chang’an University, 2016). Google Scholar Zhang, W., Liu, Z. & Xu, S. Jindong bridge: Suspension bridge with steel truss girder and prefabricated RC deck slabs in China. Struct. Eng. Int. 29, 315–318 (2019).Article CAS Google Scholar Xiao, R., Chen, M. & Sun, B. Determination of the reasonable state of suspension bridges with spatial cables. J. Bridge Eng. 22, 04017060 (2017).Article Google Scholar Wang, X. et al. Form-finding method for the target configuration under dead load of a new type of spatial self-anchored hybrid cable-stayed suspension bridges. Eng. Struct. 227, 111407 (2021).Article Google Scholar Li, T. & Liu, Z. An improved continuum model for determining the behavior of suspension bridges during construction. Automat. Constr. 127, 103715 (2021).Article Google Scholar Zhu, W., Ge, Y., Fang, G. & Cao, J. A novel shape finding method for the main cable of suspension bridge using nonlinear finite element approach. Appl. Sci. 11, 4644 (2021).Article CAS Google Scholar Li, T., Liu, Z. & Zhang, W. Analysis of suspension bridges in construction and completed status considering the pylon saddles. Eur. J. Environ. Civ. En. 26, 4280–4295 (2022).Article Google Scholar Deng, X. & Deng, H. Improved algorithm to determine the composite circular curve splay saddle position. Struct. Eng.

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