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bridges
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Series: ASM Handbook
Volume: 13C
Publisher: ASM International
Published: 01 January 2006
DOI: 10.31399/asm.hb.v13c.a0004168
EISBN: 978-1-62708-184-9
... Abstract Bridges and highways are core components of transportation system and range from pavements with earth, gravel, or stone covered by a thin bituminous surface course to a continually reinforced Portland cement concrete (PCC) roadway with or without a bituminous wear course. This article...
Abstract
Bridges and highways are core components of transportation system and range from pavements with earth, gravel, or stone covered by a thin bituminous surface course to a continually reinforced Portland cement concrete (PCC) roadway with or without a bituminous wear course. This article provides information on bridges and dowels and the reinforcement used in PCC roadways that suffer from corrosion. An overview is provided on the rise in awareness of the corrosion issues affecting bridges and highways. The chemistry and structure of concrete and its role as an electrolyte in promoting corrosion are also discussed. The article addresses reinforcement, including conventional, prestressed, cable stays, and corrosion-resistant reinforcement. It deals with the electrochemical methods for the inspection and corrosion control of embedded reinforcement. The article also reviews the corrosion of metal bridges and corrosion control, including the use of weathering steels and coating systems.
Series: ASM Handbook
Volume: 23A
Publisher: ASM International
Published: 12 September 2022
DOI: 10.31399/asm.hb.v23A.a0006899
EISBN: 978-1-62708-392-8
... of the fields in which AM has gained much traction. It discusses the AM processes used to produce dentures, crowns, and bridges. Digitization techniques, which are the first step and provide the CAD model for AM processes, are presented. Scanning technologies that are widely used in dental manufacturing...
Abstract
Additive manufacturing (AM), also referred to as three-dimensional printing or rapid prototyping, is a set of technologies that has rapidly evolved and has drawn much research attention in the manufacturing of high value-added products. This article focuses on dentistry, one of the fields in which AM has gained much traction. It discusses the AM processes used to produce dentures, crowns, and bridges. Digitization techniques, which are the first step and provide the CAD model for AM processes, are presented. Scanning technologies that are widely used in dental manufacturing are presented in detail, and the strengths and weaknesses of each process within their applications are discussed. AM processes are discussed in detail, and the materials that are widely used in AM-embedded dental manufacturing are briefly surveyed. The final section concludes with remarks and a preview of future research and practice directions.
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Published: 01 January 1987
Fig. 82 Microvoids and microtearing common to fractures of wide internodule bridges in ferritic ductile iron. Material same as in Fig. 76 , 77 , 78 , and 79 . Surface perpendicular to fracture surface and polished and etched in 2% nital. SEM, 300× (R.C. Voigt and L.M. Eldoky, University
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Published: 30 September 2015
Fig. 2 (a) Two beam bridges: a concrete beam bridge over water, and an overpass steel beam bridge (with peeling paint on the fascia girder). (b) Concrete overpass beam bridge over a divided highway. Courtesy of KTA-Tator, Inc.
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Published: 30 September 2015
Fig. 5 Cable-stayed bridges. (a) Veterans' Memorial Bridge, Weirton, WV. Courtesy of KTA-Tator, Inc. (b) Normandy Bridge over the Seine River near Le Havre, France. Source: Ref 3
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Published: 30 September 2015
Fig. 6 Suspension bridges. (a) Delaware Memorial Bridge carrying I-295 and U.S. Route 40 between Delaware and New Jersey. (b) Golden Gate Bridge, San Francisco, CA. Courtesy of KTA-Tator, Inc.
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Published: 30 September 2015
Fig. 7 Movable bridges. (a) Double-leaf bascule bridge; Hillsboro Boulevard Bridge over the Intracoastal Canal, Deerfield Beach, FL. Courtesy of KTA-Tator, Inc. (b) Vertical lift bridge; Marine Parkway Lift Bridge, Queens, NY. Courtesy of Hardesty & Hanover
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Published: 30 September 2015
Fig. 20 Color-coated concrete bridges. (a) Acrylic coating system on a concrete bridge. (b) Concrete bridge span coated with an epoxy-acrylic coating. Courtesy of KTA-Tator, Inc.
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Published: 01 January 2006
Fig. 6 Lugs, bridges, and curls. T , stock thickness. See text for details.
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Published: 01 January 2006
Fig. 4 Fixed bridges. (a) Three-unit bridge consisting of inlay (left member), onlay (right member), and porcelain fused to alloy pontic (center member). Source: Ref 2 . (b) Five-unit bridge consisting of four porcelain fused to alloy members and one crown. Source: Ref 1
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Published: 31 December 2017
Fig. 4 Portrayal of the bond bridges between two rough solid surfaces in which contact occurs only at a few isolated locations (asperities). Source: Ref 1
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Published: 01 December 1998
Fig. 11 Effect of energy input on bridges produced during flash welding. (a) Bridge of metal formed as flashing is initiated. (b) Bridges formed during flashing resulting from low rate of energy input. (c) Bridges formed during flashing resulting from high rate of energy input
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Published: 01 January 2001
Fig. 4 Seismic retrofit of bridges with spandrel columns. (a) Arch bridge showing spandrel column. (b) Composite jacket on the lower third of a spandrel column
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Series: ASM Handbook
Volume: 5B
Publisher: ASM International
Published: 30 September 2015
DOI: 10.31399/asm.hb.v05b.a0006072
EISBN: 978-1-62708-172-6
... Abstract This article provides a basic overview of bridge corrosion, where it occurs on steel and concrete bridge structures, and how to prevent corrosion by using coatings. It describes types of bridge designs, with illustrations, and presents information on how corrosion occurs in different...
Abstract
This article provides a basic overview of bridge corrosion, where it occurs on steel and concrete bridge structures, and how to prevent corrosion by using coatings. It describes types of bridge designs, with illustrations, and presents information on how corrosion occurs in different bridge zones and areas, with illustrations. The article concludes with a discussion on the common methods of coating systems applications on bridge structures and key elements in coating condition assessment.
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0001821
EISBN: 978-1-62708-180-1
... Abstract This article illustrates the defects, which result because of poor-quality welds in the bridge components. The cracks resulting from the use of low fatigue strength details are also discussed. The article describes the effect of out-of-plane distortion in floor-beam-girder connection...
Abstract
This article illustrates the defects, which result because of poor-quality welds in the bridge components. The cracks resulting from the use of low fatigue strength details are also discussed. The article describes the effect of out-of-plane distortion in floor-beam-girder connection plates, multiple-girder diaphragm connection plate, and tied-arch floor beams.
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006833
EISBN: 978-1-62708-329-4
... Abstract This article provides the framework for the investigation of bridge failures. It explains the types of bridge loading and presents the regulatory provisions for bridges. Some bridge failures in the U.S. that resulted in significant changes in bridge manufacturing, design, regulation...
Abstract
This article provides the framework for the investigation of bridge failures. It explains the types of bridge loading and presents the regulatory provisions for bridges. Some bridge failures in the U.S. that resulted in significant changes in bridge manufacturing, design, regulation, and/or maintenance are also discussed. In addition, the article provides information on traffic damage and fatigue cracking that result in bridge failures. The need for steels with better fracture toughness in bridge design is also discussed.
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Published: 30 September 2015
Fig. 3 (a) Below-deck truss bridge; Liberty Bridge, Pittsburgh, PA. (b) Through-truss bridge; Interstate 77 over the Ohio River, entering West Virginia. Courtesy of KTA-Tator, Inc.
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Published: 30 September 2015
Fig. 4 (a) Deck arch bridge; New River Gorge Bridge near Fayetteville, WV. Source: Ref 3 . (b) Tied arch bridge; Birmingham Bridge, Pittsburgh, PA. Courtesy of KTA-Tator, Inc.
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in Power Supplies for Induction Heat Treating, Brazing, and Soldering
> Induction Heating and Heat Treatment
Published: 09 June 2014
Fig. 11 Quarter-bridge quasi-resonant topology. (a) Quarter-bridge constant voltage inverter. (b) Quarter-bridge constant-current inverter
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Published: 01 January 2002
Fig. 22 Surface burning that initiated fracture in the web of a crane-bridge wheel forged from 1055 steel. Etched with 2% nital. Approximately 35×
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