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Behavior of Concrete Bridge Decks Under Combined Shrinkage Thermal and Live Loading

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Release : 2016
Genre : Bridges
Kind : eBook
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Book Synopsis Behavior of Concrete Bridge Decks Under Combined Shrinkage Thermal and Live Loading by : Anuoluwa Adediji

Download or read book Behavior of Concrete Bridge Decks Under Combined Shrinkage Thermal and Live Loading written by Anuoluwa Adediji. This book was released on 2016. Available in PDF, EPUB and Kindle. Book excerpt: Designers have consistently been concerned with long term deformation of bridges to mitigate unfavorable effects such as excessive movement and cracking. Furthermore, any developed tool of use to a designer must make use of parameters known at the time of design as well as be simplistic in nature as defined in the code. As such, many prediction models for the free shrinkage of a concrete specimen have been developed toward this end. However, structures designed and placed in the field experience shrinkage under restraint. Also, the differences in environmental conditions affect the shrinkage of structures. It is important to understand the restrained shrinkage of structures under field conditions and use this understanding to make improved guidelines on shrinkage from a design standpoint. In this study, the prediction and modelling of the free shrinkage of small samples under constant conditions were expanded to the prediction and modelling of restrained shrinkage under field conditions of large samples using finite element analysis. A parametric analysis was then performed to derive useful information from a design perspective such as the impact of various design parameters on the performance of a bridge deck. The findings indicated that the use of reinforcement is the preferable method of addressing shrinkage in bridge decks. Furthermore, the efficacy of the amount of reinforcement specified in the AASHTO guidelines to mitigate excessive cracking in bridge decks was discussed. The traditional and empirical methods of bridge deck design were investigated for shrinkage reinforcement. Finally, recommendations were suggested to the reinforcement requirements based on the findings of this study.

Behavior of Bridge with Internally Cured Concrete Deck Under Environmental and Truck Loading

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Release : 2020
Genre : Bridges
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Book Synopsis Behavior of Bridge with Internally Cured Concrete Deck Under Environmental and Truck Loading by : Waleed Khalid Hamid

Download or read book Behavior of Bridge with Internally Cured Concrete Deck Under Environmental and Truck Loading written by Waleed Khalid Hamid. This book was released on 2020. Available in PDF, EPUB and Kindle. Book excerpt: The long-term performance of a bridge deck depends on its resistance to bridge cracking. Most of these cracks are initiated at the early age. Early age cracking of bridge decks is a typical issue in the U.S. that reduces bridge service life. Therefore, internally cured concrete (ICC) has been used in some states to reduce or eliminate the development of cracks in reinforced concrete decks. In this study, the early age behavior of ICC deck and the effect of the internal curing on the long-term behavior of the bridge was measured and evaluated in the laboratory and field for newly adjacent constructed bridge, which were located on Route 271 in Mayfield, Ohio. Two different types of concrete mixtures were utilized for the decks: conventional concrete (CC) and internally cured concrete (ICC). Firstly, the ICC and CC mixtures were examined in the laboratory in terms of a mechanical properties test, a plastic shrinkage test, a free shrinkage test, and a restrained shrinkage test. Second, the field behavior of an ICC deck and an adjacent CC deck during their early age and long-term performance were evaluated. Also, the shrinkage development for both decks was examined during the very early age. Instrumentation was used to measure the concrete and reinforcement strains and the temperature in both bridges. The instrumentation and results for both bridges are discussed. Laboratory results indicated that using pre-wetted lightweight concrete in the concrete mixture led to decreased density, coefficient of thermal expansion, and free shrinkage strain, and increased tensile strength and cracking time of concrete compared to conventional concrete. In the field, from the early age test, it was observed that the time to develop concrete shrinkage was approximately 5-6 hours after casting the deck of the ICC and the CC.

High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior

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Release : 2008-11-01
Genre : Transportation
Kind : eBook
Book Rating : 080/5 ( reviews)

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Book Synopsis High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior by : Robert J. Frosch

Download or read book High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior written by Robert J. Frosch. This book was released on 2008-11-01. Available in PDF, EPUB and Kindle. Book excerpt: Transverse cracking of concrete bridge decks is problematic in numerous states. Cracking has been identified in the negative and positive moment regions of bridges and can appear shortly after opening the structure to live loads. To improve the service life of the bridge deck as well as decrease maintenance costs, changes to current construction practices in Indiana are being considered. A typical bridge deck was instrumented which incorporated the following: increased reinforcement amounts, decreasing reinforcement spacing, and high-performance, low-shrinkage concrete. The low shrinkage concrete was achieved using a ternary concrete mix. The objective of this research was to determine the performance, particularly in terms of transverse cracking and shrinkage, of a bridge incorporating design details meant to reduce cracking. Based on measurements from the bridge, it was determined that maximum tensile strains experienced in the concrete were not sufficient to initiate cracking. An on-site inspection was performed to confirm that cracking had not initiated. The data was analyzed and compared with the behavior of a similarly constructed bridge built with nearly identical reinforcing details, but with a more conventional concrete to evaluate the effect of the HPC. Based on this study, it was observed that full-depth transverse cracks did not occur in the structure and that the use of HPC lowered the magnitude of restrained shrinkage strains and resulting tensile stresses.

Concrete Bridge Deck Behavior Under Thermal Loads

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Author :
Release : 2005
Genre : Bridges
Kind : eBook
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Book Synopsis Concrete Bridge Deck Behavior Under Thermal Loads by : Jeffrey Keith Johnson

Download or read book Concrete Bridge Deck Behavior Under Thermal Loads written by Jeffrey Keith Johnson. This book was released on 2005. Available in PDF, EPUB and Kindle. Book excerpt:

Behavior of Shrinkage-compensating Concretes Suitable for Use in Bridge Decks

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Release : 1976
Genre : Concrete
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Book Synopsis Behavior of Shrinkage-compensating Concretes Suitable for Use in Bridge Decks by : Robert W. Cusick

Download or read book Behavior of Shrinkage-compensating Concretes Suitable for Use in Bridge Decks written by Robert W. Cusick. This book was released on 1976. Available in PDF, EPUB and Kindle. Book excerpt:

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