Numerical and Experimental Analysis of Integral Abutment Bridge PDF Download

Author: Yasser A. Khodair
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 338

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Author: Beth Ann Wright
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Author: Brad Harold Sayers
Publisher:
ISBN:
Category :
Languages : en
Pages : 518

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Book Description
Integral-abutment bridges eliminate the expansion joints that are generally used to accommodate bridge length changes due to daily and annual temperature variations. Additional stresses and displacements due to the thermal loading are induced in these indeterminate structures that are not typically associated with bridge structures supported on pins and rollers. The goal of this research was to determine the effects of the thermal loading on two integral-abutment bridges. Extensive field monitoring was conducted on two, in-service, skewed, integral-abutment bridges located in central Iowa. The experimental program included long-term monitoring of longitudinal and transverse abutment displacements, relative displacements of the superstructure over the pier caps, strains in selected steel HP-shaped piles supporting the abutments, strains in several PC girders, bridge member temperatures, and end fixity of selected piles and girders in the abutments. The experimental temperature and displacement data was used to calibrate an ANSYS, finite-element model for each of the two monitored bridge structures. Experimental strains were verified and maximum strains due to the thermal loading were predicted for various members using the finite-element models.

Author: George L. England
Publisher: Thomas Telford
ISBN: 9780727728456
Category : Technology & Engineering
Languages : en
Pages : 178

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This work was commissioned by the Highways Agency to produce guidance for bridge designers by addressing the thermally induced soil/structure integration problem created by environmental changes of temperature and the associated cyclical displacements imposed on the granular backfill to the bridge abutments. It develops a better theoretical understanding of the cyclic performance, in particular the strain racheting in the backfill soil when in contact with a stiff structure. It also identifies the governing soil parameters and examines their influence in the interaction problem, develops numerical modelling procedures to predict interactive soil behaviour, and identifies and quantifies the controlling features of bridge structures relevant to the interaction problem.

Author: Chung C. Fu
Publisher: CRC Press
ISBN: 1466579854
Category : Technology & Engineering
Languages : en
Pages : 632

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Gain Confidence in Modeling Techniques Used for Complicated Bridge StructuresBridge structures vary considerably in form, size, complexity, and importance. The methods for their computational analysis and design range from approximate to refined analyses, and rapidly improving computer technology has made the more refined and complex methods of ana

Author: Mohiuddin Ali Khan
Publisher: Butterworth-Heinemann
ISBN: 9780128031247
Category : Technology & Engineering
Languages : en
Pages : 512

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Although integral abutments bridges have been used successfully for 50 years, there are no uniform standards or policies regarding permissible bridge lengths, skews, details or design procedures. Their implementation is not an exact science, but rather a matter of intuition, experimentation and observation. Analysis and Design of Integral Abutment Bridges five-part treatment starts with a clear and rigorous with the types of Integral Abutment Bridges their common problems and code applications. This is quickly followed by applications for analytical methods and computer software including Lateral Load Analysis Techniques and Nonlinear Analysis of Integral Abutment Bridges. Next, the third part on the Methods of Design and Structural Details includes Foundations, Backfill and a section on Beam Design including steel, cast-in-place concrete beams and precast/prestressed concrete beams. With this book in hand, structural and bridge engineers will find a brief and valuable guide illustrating how these concepts are successfully applied in the real world. The latest published results on experimental, analytical, and field studies on the behaviour of integral abutment bridges and their components Unified guidelines based on activities such as the AASHTO/NCHRP joint taskforce, LRFD specs and FHWA-sponsored research study on Jointless Bridges The book contains sufficient coverage of the most critical behavioural aspects of integral abutment bridges, namely: Interaction between the foundation piles, the integral abutment, and the surrounding ground under cyclic loading due to temperature effects, dynamic earthquake loading, and shrinkage/creep Abutment displacements and associated earth pressure distribution Settlement of the approach fill

Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 200

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Author: James M. LaFave
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 67

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Author: Hiroshi Yokota
Publisher: CRC Press
ISBN: 1000173755
Category : Technology & Engineering
Languages : en
Pages : 926

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Book Description
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations contains lectures and papers presented at the Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), held in Sapporo, Hokkaido, Japan, April 11–15, 2021. This volume consists of a book of extended abstracts and a USB card containing the full papers of 571 contributions presented at IABMAS 2020, including the T.Y. Lin Lecture, 9 Keynote Lectures, and 561 technical papers from 40 countries. The contributions presented at IABMAS 2020 deal with the state of the art as well as emerging concepts and innovative applications related to the main aspects of maintenance, safety, management, life-cycle sustainability and technological innovations of bridges. Major topics include: advanced bridge design, construction and maintenance approaches, safety, reliability and risk evaluation, life-cycle management, life-cycle sustainability, standardization, analytical models, bridge management systems, service life prediction, maintenance and management strategies, structural health monitoring, non-destructive testing and field testing, safety, resilience, robustness and redundancy, durability enhancement, repair and rehabilitation, fatigue and corrosion, extreme loads, and application of information and computer technology and artificial intelligence for bridges, among others. This volume provides both an up-to-date overview of the field of bridge engineering and significant contributions to the process of making more rational decisions on maintenance, safety, management, life-cycle sustainability and technological innovations of bridges for the purpose of enhancing the welfare of society. The Editors hope that these Proceedings will serve as a valuable reference to all concerned with bridge structure and infrastructure systems, including engineers, researchers, academics and students from all areas of bridge engineering.

Author: Robert Frosch
Publisher:
ISBN: 9781622603077
Category :
Languages : en
Pages :

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Elimination expansion joints in the superstructure of integral abutment bridges offers the advantage of reducing the initial and life cycle costs of the structure. However, such elimination may have an adverse effect on the displacement demand at the pile-abutment connection and on the earth pressures on the abutment wall due to the thermal expansion/contraction cycles of the bridge. These adverse effects have resulted in regulations that impose restrictions on the maximum length and skew angle of integral abutment bridges. This research consisted of a deep analysis of the problem by considering soil-structure interaction. The approach was multifaceted as it included experimental and numerical analysis. Upon calibration and verification of the constitutive model, it was used as part of a parametric analysis to provide recommendations for the design limits of integral abutment bridges.The analysis results showed that active state earth pressure is reached after the first contraction cycle. The displacement demand on piles is a function of the abutment wall displacement. Larger displacement demand of the pile at the acute corner when compared to the obtuse corner was observed during expansion and contraction cycles. The inflection point of the piles deformed shape was found to be at relatively shallow depth. Concrete shrinkage and sequence of loading affected significantly the displacement demand of the supporting piles, lower displacement demand of piles during the expansion cycle and larger displacement demand during contraction cycles. The analysis showed that a 500 ft bridge with 60-degree skew will provide acceptable long-term performance.