Download or read book Evaluation of DOTD Semi integral Bridge and Abutment System written by and published by . This book was released on 2005 with total page 158 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book An Evaluation of Integral Abutment Bridge Behavior written by Diana Irma Flores and published by . This book was released on 1994 with total page 314 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Field Performance and Evaluation of an Integral Abutment Bridge written by Shelley A. Huntley and published by . This book was released on 2009 with total page 622 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Monitoring of Integral Abutment Bridges and Design Criteria Development written by Jeffrey A. Laman and published by . This book was released on 2006 with total page 620 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of this project was to revise and make more accurate integral abutment bridge design criteria based on observed structural behavior and results of numerical parametric studies. Observed behaviors were on the basis of field monitoring conducted at 4 integral abutment bridge sites and a weather station utilizing previously installed instrumentation and data acquisition systems. Integral abutment bridge engineering data were continuously collected over the entire contract period at bridges 109, 203, 211, and 222 and compiled, processed and evaluated. Numerical parametric studies were conducted on the basis of 2D and 3D finite element models, developed and calibrated to the observed integral abutment behavior, in order to evaluate the field performance of integral abutments and establish the range of potential applications for integral abutment bridge construction in Pennsylvania.
Download or read book Evaluation of Integral Abutments written by and published by . This book was released on 2006 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Monitoring of Integral Abutment Bridges and Design Criteria Development written by Jeffrey A. Laman and published by . This book was released on 2009 with total page 620 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of this project was to revise and make more accurate integral abutment bridge design criteria based on observed structural behavior and results of numerical parametric studies. Observed behaviors were on the basis of field monitoring conducted at 4 integral abutment bridge sites and a weather station utilizing previously installed instrumentation and data acquisition systems. Integral abutment bridge engineering data were continuously collected over the entire contract period at bridges 109, 203, 211, and 222 and compiled, processed and evaluated. Numerical parametric studies were conducted on the basis of 2D and 3D finite element models, developed and calibrated to the observed integral abutment behavior, in order to evaluate the field performance of integral abutments and establish the range of potential applications for integral abutment bridge construction in Pennsylvania.
Download or read book Measurement of the Abutment Forces of a Skewed Semi integral Bridge as a Result of Ambient Temperature Change written by Andrew T. Metzger and published by . This book was released on 1995 with total page 428 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Long Term Behavior of Integral Abutment Bridges written by Robert J. Frosch and published by Joint Transportation Research Program. This book was released on 2011-08-15 with total page 149 pages. Available in PDF, EPUB and Kindle. Book excerpt: Integral abutment (IA) construction has become the preferred method over conventional construction for use with typical highway bridges. However, the use of these structures is limited due to state mandated length and skew limitations. To expand their applicability, studies were implemented to define limitations supported by rational analysis rather than simply engineering judgment. Previous research investigations have resulted in larger length limits and an overall better understanding of these structures. However, questions still remain regarding IA behavior; specifically questions regarding long-term behavior and effects of skew. To better define the behavior of these structures, a study was implemented to specifically investigate the long term behavior of IA bridges. First, a field monitoring program was implemented to observe and understand the in-service behavior of three integral abutment bridges. The results of the field investigation were used to develop and calibrate analytical models that adequately capture the long-term behavior. Second, a single-span, quarter-scale integral abutment bridge was constructed and tested to provide insight on the behavior of highly skewed structures. From the acquired knowledge from both the field and laboratory investigations, a parametric analysis was conducted to characterize the effects of a broad range of parameters on the behavior of integral abutment bridges. This study develops an improved understanding of the overall behavior of IA bridges. Based on the results of this study, modified length and skew limitations for integral abutment bridge are proposed. In addition, modeling recommendations and guidelines have been developed to aid designers and facilitate the increased use of integral abutment bridges.
Download or read book Behavior of High Performance Concrete Integral Abutment Bridges written by David Jonathan Knickerbocker and published by . This book was released on 2005 with total page 544 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Behavior of Semi integral Abutment Bridge with Turn back Wingwalls Supported on Drilled Shafts written by Safiya Ahmed and published by . This book was released on 2022 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Semi-integral abutment bridges are integral abutment bridges with a flexible interface at the abutment to reduce the force transferred to the foundation. Wingwalls in abutment and semi-integral abutment bridges are designed as retaining walls to avoid the sliding of the backfill soil behind the bridge abutments and roadways. Using turn-back wingwalls that are parallel to the bridge diaphragm can provide support for the parapets and minimize the total longitudinal pressure on the abutments. These walls are subjected to axial forces and bending moments due to the thermal movements. These forces can affect the orientation and the connection details of the wingwalls, which could cause cracks in the wingwalls. Despite several studies on integral abutment bridges, there are no studies that combined the behavior of the drilled shafts, footings, abutment walls, and the turnback wingwalls of semi-integral abutment bridges. The long-term performance of a semi-integral abutment bridge with turn-back wingwalls supported on drilled shafts in Ohio was investigated in this doctorate study by instrumenting five drilled shafts, footing, the forward abutment wall, and one of the wingwalls during construction. Strain and temperature were collected in 2017, 2018, and 2019. It was found that the seasonal and daily temperature changes have a significant effect on the changes in the strain in the substructure. The behavior of the abutment wall significantly affects the behavior of the wingwall, footing, and drilled shafts. It was also noticed that the behavior of the abutment was irreversible, and the top of the abutment wall and the top of the drilled shaft induced higher strain than the bottom. Cracks were noticed at the front face of the abutment wall and wingwall, and these cracks tended to close as the air temperature decreased and open as the air temperature increased. The extremely cold weather conditions induced tensile strain higher than the allowable strain at the top corner of the front face of the abutment wall and the rear face of the wingwall. Finite element results were compared with the field data, and the behavior of the substructure was achieved by the model. Parametric studies were conducted on the bridge substructure with different wingwall types and soil backfill. The results showed lower stiffness of soil backfill induces higher stresses in the bridge substructure. Moreover, inline wingwalls induce the highest thermal stresses in the substructure, while flared wingwalls induce the lowest thermal stress compared to the other types of wingwalls.
Download or read book Modeling the Effects of Turned Back Wingwalls for Semi integral Abutment Bridges written by Matthew T. Jozwiak and published by . This book was released on 2019 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: As jointless bridges become more popular, there is a greater need to understand all aspects of their behavior. Significantly more research has been conducted on integral abutment bridges than there has been on semi-integral abutment bridges, therefore there is a need for more investigation into this type of bridge. Parametric studies on jointless bridges in the past often dealt with variations of the superstructure like altering the span length or skew. This research is an examination of a unique case for a jointless bridge that aims to provide a look into the behavior of the substructure. The subject for the research is a semi-integral abutment bridge with turned back wingwalls and drilled shafts. Semi-integral bridges are less common than integral bridges, and one with turned back wingwalls is constructed even less frequently. The turned back wingwall style of this bridge makes it a good subject for research because little is known about the effect of wingwall orientation on the stress patterns throughout semi-integral abutments. This research will provide a look into the behavior of a semi-integral abutment as the wingwall angle is changed from turned back to flared.
Download or read book Semi integral Abutment Bridges written by Iqbal Husain (P. Eng.) and published by . This book was released on 1999 with total page 16 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Evaluation of Integral Abutments written by Eugenia K. Roman and published by . This book was released on 2004 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Long Term Behavior of Integral Abutment Bridges written by Robert J. Frosch and published by . This book was released on 2011 with total page 3 pages. Available in PDF, EPUB and Kindle. Book excerpt: Integral abutment bridges, a type of jointless bridge, are the construction option of choice when designing highway bridges in many parts of the country. Rather than providing an expansion joint to separate the substructure from the superstructure to account to volumetric strains, an integral abutment bridge is constructed so the superstructure and substructure are continuous. The abutment is supported by a single row of piles which must account for the longitudinal movement previously accommodated by the joints. The primary advantage of an integral abutment bridge is that it is jointless (expansion joints are eliminated) and thus reduces both upfront and overall life-cycle costs. In addition to other benefits provided by integral construction, the reduction in overall cost has led to INDOT requiring all new structures within certain geometric limitation be integral. These geometric limitations, traditionally based on engineering judgment, have been modified over time based as investigations have revealed more about the behavior of integral abutment bridges. While there has been a considerable amount of research and investigation conducted on the behavior of integral abutment bridges, information is limited on both long-term behavior and the effects of highly skewed structures. Because there is a great desire for the application of these structures to be expanded, this research serves to expand the understanding of the behavior of integral abutment structures. Additionally, updated geometric limitations are recommended along with design recommendations and recommended analysis procedures for properly modeling integral abutment behavior.
Download or read book Guidelines for Shielding Bridge Piers written by Malcolm H. Ray and published by . This book was released on 2018 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Bridge Bearings and Expansion Joints written by D J Lee and published by CRC Press. This book was released on 1994-11-03 with total page 221 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book provides a guide to movement and restraint in bridges for bridge engineers and will enable them to draw up design calculations and specifications for effective installation, and satisfactory service and durability of bearings and joints. It has been fully revised and updated in line with current codes and design practice, modern developme
Download or read book Riprap Design Criteria Recommended Specifications and Quality Control written by Peter Frederick Lagasse and published by Transportation Research Board. This book was released on 2006 with total page 226 pages. Available in PDF, EPUB and Kindle. Book excerpt: TRB's National Cooperative Highway Research Program (NCHRP) Report 568: Riprap Design Criteria, Recommended Specifications, and Quality Control examines design guidelines; recommended material specifications and test methods; recommended construction specifications; and construction, inspection, and quality control guidelines for riprap for a range of applications, including revetment on streams and riverbanks, bridge piers and abutments, and bridge scour countermeasures such as guide banks and spurs.
