Field-cast UHPC connections for modular bridge deck elements PDF Download
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Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 8
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Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 8
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Author: Benjamin A. Graybeal
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 106
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"The use of modular bridge deck components has the potential to produce higher quality, more durable bridge decks; however, the required connections have often proved lacking, resulting in less than desirable overall system performance. Advanced cementitious composite materials whose mechanical and durability properties far exceed those of conventional concretes present an opportunity to significantly enhance the performance of field-cast connections thus facilitating the wider use of modular bridge deck systems. Ultra-high performance concrete (UHPC) represents a class of such advanced cementitious composite materials. Of particular interest here, UHPCs can exhibit both exceptional bond when cast against previously cast concrete and can significantly shorten the development length of embedded discrete steel reinforcement. These properties allow for a redesign of the modular component connection, facilitating simplified construction and enhanced long-term system performance. This study investigated the structural performance of field-cast UHPC connections for modular bridge deck components. The transverse and longitudinal connection specimens simulated the connections between precast deck panels and the connections between the top flanges of deck-bulb-tee girders, respectively. Testing included both cyclic and static loadings. The results demonstrated that the field-cast UHPC connection facilitates the construction of an emulative bridge deck system whose behaviors should meet or exceed those of a conventional cast-in-place bridge deck"--Technical report documentation page.
Author: Benjamin A. Graybeal
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 8
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Book Description
The use of prefabricated concrete bridge deck components can offer many advantages over conventional cast-in-place construction techniques. However, completing the overall bridge system requires the installation of connecting elements. The state of the practice for these connecting elements has been deficient in resilience, durability, and ease of construction. An ongoing research effort at FHWA, in conjunction with partners from the New York State and Iowa Departments of Transportation, is focused on engaging the advantageous properties of ultra-high-performance concrete (UHPC) to develop a new type of detail applicable to deck-level connections between prefabricated modular bridge components. This physical testing program investigated the structural performance of a field-cast UHPC connection under repeated truck wheel loading. The connection—150 mm (5.9 in.) thick and 152 mm (6 in.) wide—was designed as a noncontact lap splice with straight 16M (No. 5) steel reinforcement. After more than 11 million structural-loading cycles at progressively increasing load levels, individual bars within the connection began to fail in metal fatigue. The stress range in the reinforcement at initial fatigue failure was conservatively estimated at 197 MPa (28.6 ksi). No debonding or slippage of reinforcement was observed. The performance of this connection detail demonstrated the types of details that can be developed and deployed with field-cast UHPC.
Author: George C. Lee
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 221
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"Ultra-high performance concrete (UHPC) is an advanced cementitious composite material which provides new opportunities to significantly enhance the performance of field-cast connections. The use of UHPC in precast concrete bridge superstructure components can offer many advantages compared to conventional cast-in-place decks, especially higher quality and durability as well as ease of construction. However, the appropriate installation of connecting elements is a key challenge in completing the overall bridge system. It is recognized that the state of the practice with regard to deck-level connecting elements has been lacking in terms of resiliency and durability. The Federal Highway Administration's ongoing research program into the use of Ultra-High Performance Concrete (UHPC) in highway bridges has recently focused on deck-level connections between modular precast components. Field-cast UHPC connections can facilitate the construction of an emulative bridge deck system whose behaviors should meet or exceed those of a conventional cast-inplace bridge deck. However, many bridge owners may be hesitant to embrace UHPC bridge deck component technology due to a lack of knowledge of the seismic performance of field-cast UHPC connections. The seismic responses of connections under severe earthquakes need to be investigated to facilitate the wider use of these modular bridge deck systems, especially in high seismic zones. The major objective of this study is to evaluate the seismic performance of two precast deck-bulb-tee girders with field-cast UHPC connections. A series of shake table tests are performed to analyze the seismic behavior of the girders and UHPC connections"--Page v.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 36
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Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 312
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Author: Khaled Mahmoud
Publisher: CRC Press
ISBN: 0415684153
Category : Science
Languages : en
Pages : 338
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Book Description
Due to significant economic growth in the last few decades, increasing traffic loads impose tremendous demand on bridge structures. This, coupled with ongoing deterioration of bridges, introduces a unique challenge to bridge engineers in maintaining service of these infrastructure assets without disruption to vital economic and social activities. This requires innovative solutions and optimized methodologies to achieve safe and efficient operation of bridge structures. Bridge engineering practitioners, researchers, owners, and contractors from all over the world presented on modern techniques in design, inspection, monitoring and rehabilitation of bridge structures, at the Sixth New York City Bridge Conference held New York City on July 25-26, 2011. This book contains a select number of papers presented at the conference. This group of papers provides a state-of-the-art in bridge engineering and is of interest to any reader in the field.
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 178
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Author: Insert Name Here
Publisher: kassel university press GmbH
ISBN: 3862192644
Category : Concrete
Languages : en
Pages : 1059
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Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 40
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