Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges (eBook)

Ehab Ellobody (Autor)

eBook Download: EPUB

2014 | 1. Auflage
682 Seiten
Elsevier Science (Verlag)
978-0-12-417303-3 (ISBN)

Infos

In recent years, bridge engineers and researchers are increasingly turning to the finite element method for the design of Steel and Steel-Concrete Composite Bridges. However, the complexity of the method has made the transition slow. Based on twenty years of experience, Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges provides structural engineers and researchers with detailed modeling techniques for creating robust design models. The book's seven chapters begin with an overview of the various forms of modern steel and steel-concrete composite bridges as well as current design codes. This is followed by self-contained chapters concerning: nonlinear material behavior of the bridge components, applied loads and stability of steel and steel-concrete composite bridges, and design of steel and steel-concrete composite bridge components. - Constitutive models for construction materials including material non-linearity and geometric non-linearity - The mechanical approach including problem setup, strain energy, external energy and potential energy), mathematics behind the method - Commonly available finite elements codes for the design of steel bridges - Explains how the design information from Finite Element Analysis is incorporated into Building information models to obtain quantity information, cost analysis

Dr. Ehab Ellobody is Professor of Steel Bridges and Structures at Tanta University in Egypt. He attained his PhD from the University of Leeds, UK in 2002 in the field of composite structures. Following his PhD, he joined different research groups at Tanta University, Hong Kong University of Science and Technology, The University of Hong Kong, The University of Manchester, and Sohan University. Professor Ellobody has published over 85 international journal articles and conference papers in different fields. He has two international books published by Elsevier. His deanship role from 2014 to 2020 at Sohar University, Oman, has resulted in Engineers Australia accreditation of undergraduate Engineering programs.

Textauszug

Chapter 1

Introduction

Abstract

Steel and steel-concrete composite bridges are commonly used all over the world, owing to the fact that they combine both magnificent aesthetic appearance and efficient structural competence. Their construction in a country not only resembles the vision and inspiration of their architects but also represents the country's existing development and dream of a better future. Compared to traditional reinforced concrete (RC) bridges, steel bridges offer many advantages, comprising high strength-to-self weight ratio, speed of construction, flexibility of construction, flexibility to modify, repair and recycle, durability, and artistic appearance. The high strength-to-self weight ratio of steel bridges minimizes dead loads of the bridges, which is particularly beneficial in poor ground conditions. Also, the high strength-to-self weight ratio of steel bridges makes it easy to transport, handle, and erect the bridge components. In addition, it facilitates very shallow construction depths, which overcome problems with headroom and flood clearances, and minimizes the length of approach ramps. Furthermore, high strength-to-self weight ratio of steel bridges permits the erection of large components, and in special circumstances, complete bridges may be installed in quite short periods. The speed of construction of steel bridges is attributed to the fact that most of the bridge components can be prefabricated and transported to the construction field, which reduces working time in hostile environments. The speed of construction of steel bridges also reduces the durations of road closures, which minimizes disruption around the area of construction. Flexibility of construction of steel bridges is attributed to the fact that the bridges can be constructed and installed using different methods and techniques. Installation may be conducted by cranes, launching, slide-in techniques, or transporters. Steel bridges give contractors the flexibility in terms of erection sequence and program. The bridge components can be sized to suit access restrictions at the site, and once erected, the steel girders provide a platform for subsequent operations. Flexibility to modify, repair, and recycle steel bridges is a result of the ability to modify the current status of the bridges such as widening the bridges to accommodate more lanes of traffic. Also, steel bridges can be repaired or strengthened by adding steel plates or advanced composite laminates to carry more traffic loads. In addition, if for any reason, such as end of their life of use or change of environment around the area, steel bridges can be recycled. Steel bridges are durable bridges, provided that they are well designed, properly maintained, and carefully protected against corrosion. Finally, steel bridges can fit most of the complex architecture designs, which in some cases are impossible to accommodate using traditional RC bridges.

Keywords

Steel-concrete composite bridges

Steel bridges

Railway and Highway bridges

Plate girder bridges

Truss bridges

Full-scale tests

1.1 General Remarks

Steel and steel-concrete composite bridges are commonly used all over the world, owing to the fact that they combine both magnificent aesthetic appearance and efficient structural competence. Their construction in a country not only resembles the vision and inspiration of their architects but also represents the country's existing development and dream of a better future. Compared to traditional reinforced concrete (RC) bridges, steel bridges offer many advantages, comprising high strength-to-self weight ratio, speed of construction, flexibility of construction, flexibility to modify, repair and recycle, durability, and artistic appearance. The high strength-to-self weight ratio of steel bridges minimizes dead loads of the bridges, which is particularly beneficial in poor ground conditions. Also, the high strength-to-self weight ratio of steel bridges makes it easy to transport, handle, and erect the bridge components. In addition, it facilitates very shallow construction depths, which overcome problems with headroom and flood clearances, and minimizes the length of approach ramps. Furthermore, high strength-to-self weight ratio of steel bridges permits the erection of large components, and in special circumstances, complete bridges may be installed in quite short periods. The speed of construction of steel bridges is attributed to the fact that most of the bridge components can be prefabricated and transported to the construction field, which reduces working time in hostile environments. The speed of construction of steel bridges also reduces the durations of road closures, which minimizes disruption around the area of construction. Flexibility of construction of steel bridges is attributed to the fact that the bridges can be constructed and installed using different methods and techniques. Installation may be conducted by cranes, launching, slide-in techniques, or transporters. Steel bridges give contractors the flexibility in terms of erection sequence and program. The bridge components can be sized to suit access restrictions at the site, and once erected, the steel girders provide a platform for subsequent operations. Flexibility to modify, repair, and recycle steel bridges is a result of the ability to modify the current status of the bridges such as widening the bridges to accommodate more lanes of traffic. Also, steel bridges can be repaired or strengthened by adding steel plates or advanced composite laminates to carry more traffic loads. In addition, if for any reason, such as end of their life of use or change of environment around the area, steel bridges can be recycled. Steel bridges are durable bridges, provided that they are well designed, properly maintained, and carefully protected against corrosion. Finally, steel bridges can fit most of the complex architecture designs, which in some cases are impossible to accommodate using traditional RC bridges.

Highway bridges made of RC slabs on top of the steel beams can be efficiently designed as composite bridges to get the most benefit from both the steel beams and concrete slabs. Steel-concrete composite bridges offer additional advantages to the aforementioned advantages of steel bridges. Compared to steel bridges, composite bridges provide higher strength, higher stiffness, higher ductility, higher resistance to seismic loadings, full usage of materials, and particularly higher fire resistance. However, these advantages are maintained, provided that the steel beams and concrete slabs are connected via shear connectors to transmit shear forces at the interface between the two components. This will ensure that the two components act together in resisting applied traffic loads on the bridges, which will result in significant increases in the allowable vehicular weight limitations, ability to transport heavy industrial and construction equipment, and possibility to issue overload permits for specialized overweight and oversized vehicles. One of the main advantages of having steel beams acting together with concrete slabs in composite bridges is that premature possible failures of the two separate components are eliminated. For example, one of the primary modes of failure for concrete bridges is cracking of the concrete slabs and beams in tension, while for the steel bridges, the possible modes of failure are the formation of plastic hinges and the buckling of webs or flanges. By having the steel beams work together with the concrete slab, the whole slab will be mainly subjected to compressive forces, which reduces the possibility of tensile cracking. On the other hand, the presence of the concrete slab on top of the steel beams eliminates the buckling of the top flange of the steel beams. Efficient design of steel-concrete composite bridges can ensure that both the steel beams and concrete slabs work together in resisting applied traffic loads until failure occurs in both components, preferably at the same time, to get the maximum benefit from both components.

Numerous books were found in the literature highlighting different aspects of design for steel and steel-concrete composite bridges; for examples, see [1.1–1.11]. The books highlighted the problems associated with the planning, design, inspection, construction, and maintenance of steel and steel-concrete composite bridges. Overall, the books discussed the basic concepts and design approaches of the bridges, design loads on the bridges from either natural or traffic-induced forces, and design of different components of the bridges. On the other hand, numerous finite element books are found in the literature; for examples, see [1.12–1.18], explaining finite element method as a widely used numerical technique for solving problems in engineering and mathematical physics. The books [1.12–1.18] were written to provide basic learning tools for students mainly in civil and mechanical engineering classes. The books [1.12–1.18] highlighted the general principles of finite element method and the application of this method to solve practical problems. However, limited investigations, with examples detailed in [1.19, 1.20], are found in the literature in which researchers used finite element method in analyzing case studies related to steel and steel-concrete composite bridges. Recently, with continuing developments of computers and solving and modeling techniques, researchers started to detail the use of finite element method to analyze steel and steel-concrete composite bridges, with examples presented in...

Produkt-Details

• Erscheint lt. Verlag: 30.5.2014
• Sprache: englisch
• Themenwelt: Technik ► Bauwesen
• Themenwelt: Technik ► Maschinenbau
• ISBN-10: 0-12-417303-9 / 0124173039
• ISBN-13: 978-0-12-417303-3 / 9780124173033