High Skew Link Slab Bridge System with Deck Sliding Over Backwall Or Backwall Sliding Over Abutments PDF Download
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Author: Haluk Aktan
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 0
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Book Description
A new bridge design and construction trend to help improve durability and rideability is to remove expansion joints over piers and abutments. One approach to achieve this is to make the deck continuous over the piers by means of a link slab while the girders remain simply supported. The need to implement link slabs is indicated by AASHTO LRFD section 2.5.2.4 which requires using a minimum number of expansion joints to improve rideability. Further, due to durability concerns associated with bridge deck joints, it is preferred to have a least number of joints or develop jointless decks. The expansion joints over the abutments can be removed by one of three methods: deck sliding over back wall, semi-integral abutments, and integral abutments. This results in expansion joints at either or both ends of the approaches. The design concerns other than link slab include backwall and wing-wall design and bearing movement. The behavior of a jointless bridge brings about many challenges to bridge designers. The complexity is augmented when skew is involved. This report complements an earlier report based on previous research on Combining Link Slab, Deck Sliding Over Backwall and Revising Bearings (Aktan et al., 2008) where the behavior of straight and moderately skew (skew 200) link slab bridges were investigated and design recommendations were developed. This report describes the behavior and performance of high skew (skew 200) jointless bridges with link slabs and two abutment configurations. These abutment configurations are deck sliding over backwall and backwall sliding over abutments (i.e. semi-integral abutments). Four tasks were performed in this project. The first task was to review and synthesize information related to the behavior, performance, design, and analysis of skew bridges. The second task was field assessment of skew bridge behavior under static truck loads and thermal loads. The third task was analytical and numerical analysis of skew link slabs. The final task was analytical and numerical analysis of skew sliding deck over backwall systems and semi-integral abutments. Design recommendations are developed based on literature, field assessment data analysis, finite element modeling, and subsequent simulations of the numerous models developed in this project. One recommendation deals with the skew link slab design and the remaining recommendations are for bearing selection and selection and design of a transverse restraint system at abutments of skew link slab bridges.
Author: Haluk Aktan
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 0
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Book Description
A new bridge design and construction trend to help improve durability and rideability is to remove expansion joints over piers and abutments. One approach to achieve this is to make the deck continuous over the piers by means of a link slab while the girders remain simply supported. The need to implement link slabs is indicated by AASHTO LRFD section 2.5.2.4 which requires using a minimum number of expansion joints to improve rideability. Further, due to durability concerns associated with bridge deck joints, it is preferred to have a least number of joints or develop jointless decks. The expansion joints over the abutments can be removed by one of three methods: deck sliding over back wall, semi-integral abutments, and integral abutments. This results in expansion joints at either or both ends of the approaches. The design concerns other than link slab include backwall and wing-wall design and bearing movement. The behavior of a jointless bridge brings about many challenges to bridge designers. The complexity is augmented when skew is involved. This report complements an earlier report based on previous research on Combining Link Slab, Deck Sliding Over Backwall and Revising Bearings (Aktan et al., 2008) where the behavior of straight and moderately skew (skew 200) link slab bridges were investigated and design recommendations were developed. This report describes the behavior and performance of high skew (skew 200) jointless bridges with link slabs and two abutment configurations. These abutment configurations are deck sliding over backwall and backwall sliding over abutments (i.e. semi-integral abutments). Four tasks were performed in this project. The first task was to review and synthesize information related to the behavior, performance, design, and analysis of skew bridges. The second task was field assessment of skew bridge behavior under static truck loads and thermal loads. The third task was analytical and numerical analysis of skew link slabs. The final task was analytical and numerical analysis of skew sliding deck over backwall systems and semi-integral abutments. Design recommendations are developed based on literature, field assessment data analysis, finite element modeling, and subsequent simulations of the numerous models developed in this project. One recommendation deals with the skew link slab design and the remaining recommendations are for bearing selection and selection and design of a transverse restraint system at abutments of skew link slab bridges.
Author: Haluk Aktan
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 217
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Book Description
A new bridge design and construction trend to help improve durability and rideability is to remove expansion joints over piers and abutments. One approach to achieve this is to make the deck continuous over the piers by means of a link slab while the girders remain simply supported. The need to implement link slabs is indicated by AASHTO LRFD section 2.5.2.4 which requires using a minimum number of expansion joints to improve rideability. Further, due to durability concerns associated with bridge deck joints, it is preferred to have a least number of joints or develop jointless decks. The expansion joints over the abutments can be removed by one of three methods: deck sliding over back wall, semi-integral abutments, and integral abutments. This results in expansion joints at either or both ends of the approaches. The design concerns other than link slab include backwall and wing-wall design and bearing movement. The behavior of a jointless bridge brings about many challenges to bridge designers. The complexity is augmented when skew is involved. This report complements an earlier report based on previous research on Combining Link Slab, Deck Sliding Over Backwall and Revising Bearings (Aktan et al., 2008) where the behavior of straight and moderately skew (skew 200) link slab bridges were investigated and design recommendations were developed. This report describes the behavior and performance of high skew (skew 200) jointless bridges with link slabs and two abutment configurations. These abutment configurations are deck sliding over backwall and backwall sliding over abutments (i.e. semi-integral abutments). Four tasks were performed in this project. The first task was to review and synthesize information related to the behavior, performance, design, and analysis of skew bridges. The second task was field assessment of skew bridge behavior under static truck loads and thermal loads. The third task was analytical and numerical analysis of skew link slabs. The final task was analytical and numerical analysis of skew sliding deck over backwall systems and semi-integral abutments. Design recommendations are developed based on literature, field assessment data analysis, finite element modeling, and subsequent simulations of the numerous models developed in this project. One recommendation deals with the skew link slab design and the remaining recommendations are for bearing selection and selection and design of a transverse restraint system at abutments of skew link slab bridges.
Author: Haluk Aktan
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 313
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Book Description
The research was designed to respond to the concerns of the designers in terms of the design of specific components and field performance of a limited number of bridges retrofitted with the link slab deck system. Three tasks were performed in this project. The first task was to review and synthesize information related to the behavior, performance, design, and analysis of jointless bridges with link slabs. The second task was to document the distress at the sleeper slab and bearings in Michigan jointless bridges associated with the link slab, approach slab, abutments, pier caps, and expansion joints. The third and final task was to develop analysis models of the jointless bridge deck system including link slab, bearings, abutment types (deck sliding over backwall and backwall sliding over abutment), approach slab, and sleeper slab.
Author: Suiwen Wu
Publisher:
ISBN:
Category : Electronic books
Languages : en
Pages : 790
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Book Description
It is well known that skewed bridges with seat-type abutments are more vulnerable to unseating during strong earthquakes than straight bridges of the same length, due to excessive in-plane rotation. This rotation is believed to be due to the eccentricity between centers of mass and stiffness, and abutment pounding. Despite the common occurrence of this type of damage, little experimental research on the interaction between a bridge deck and abutment has been conducted to confirm this behavior, quantify its effect, and validate numerical models. As a consequence, many design codes specify the minimum support length for skewed bridges based on engineering judgment and not on rigorous analysis. In this study, an unseating mechanism is proposed after examining the behavior of skew bridges in recent earthquakes. It is hypothesized that the obtuse corner of superstructure engages the adjacent back wall during lateral loading and the superstructure then rotates about this corner, causing large displacement at the acute corner at the other end of the span. These displacements can be large enough to unseat the deck, especially in bridges with small seats.
Author: Michael A. Romkema
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 240
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Book Description
This study investigates the behavior of link-slab bridges under various angles of skew, boundary conditions, and loading through the development of 60 three-dimensional, finite element bridge models. Models are generated for angles of skew of 0°, 20°, 30° , and 45°. In addition, the models are analyzed under three different boundary conditions. Loads are then applied to the models: positive and negative temperature gradients and three live load patterns, representative of the American Association of State Highway and Transportation Officers (AASHTO) HL-93 loading. The models are analyzed in Abaqus. Accuracy of the analysis models are confirmed with equilibrium, element quality checks, and other visual checks using the pre/post-processor HyperMesh. Trends are then developed as to how forces and moments within the link slab change based on the angle of skew and boundary conditions. Finally, a skew link slab design procedure is proposed.
Author: D J Lee
Publisher: CRC Press
ISBN: 1482266997
Category : Architecture
Languages : en
Pages : 221
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Book Description
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
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 0
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Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 0
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Author: American Association of State Highway and Transportation Officials
Publisher: AASHTO
ISBN: 1560514698
Category : Bridges
Languages : en
Pages : 38
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Book Description
