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Steel construction
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Image
Published: 01 January 2000
Fig. 16 Suggestions for steel construction to be coated. (a) Avoid pockets or crevices that do not drain or cannot be cleaned or coated properly. (b) Joints should be continuous and solidly welded. (c) Remove weld spatter. (d) Use butt welds rather than lap welds or rivet joints. (e) Keep
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Image
Published: 01 December 2015
Fig. 15 Suggestions for steel construction to be coated. (a) Avoid pockets or crevices that do not drain or cannot be cleaned or coated properly. (b) Joints should be continuous and solidly welded. (c) Remove weld spatter. (d) Use butt welds rather than lap welds or rivet joints. (e) Keep
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Image
Published: 01 August 2012
Fig. 6.22 Tooling construction with tool steels as inserts in cast iron die for forming advanced high-strength steels at Volvo. CVD, chemical vapor deposition. Source: Ref 6.34
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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2008
DOI: 10.31399/asm.tb.ssde.t52310213
EISBN: 978-1-62708-286-0
...Abstract Abstract This chapter deals with the technology of stainless steel as it pertains to its proper use in architecture, art, and construction. It begins with an overview of the corrosion resistance of stainless steel, providing guidelines for balancing corrosion resistance, processing...
Abstract
This chapter deals with the technology of stainless steel as it pertains to its proper use in architecture, art, and construction. It begins with an overview of the corrosion resistance of stainless steel, providing guidelines for balancing corrosion resistance, processing characteristics, and economy. This is followed by sections describing the influence of surface finish on corrosion resistance of stainless steel and reviewing some of the factors pertinent to balancing service environment, design requirements, and maintenance considerations. The chapter then discusses the various factors pertinent to important considerations in buildings, namely surface finish aesthetics, flatness, maintenance, repair, fabrication, and service considerations. It ends with a section providing information on concrete reinforcing bar.
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 June 2010
DOI: 10.31399/asm.tb.hss.t52790171
EISBN: 978-1-62708-356-0
.... The first stainless steel to be used on any building was the tower of the Chrysler Building, which was covered with 27 tons of the metal. For some reason, Saarinen added 40 feet to the height, bringing it to 630 feet before construction started, and the width at the base between the legs of the arch...
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 1995
DOI: 10.31399/asm.tb.sch6.t68200158
EISBN: 978-1-62708-354-6
...Abstract Abstract This chapter presents the criteria, methods, and benefits of cast-weld construction. cast-weld parts steel castings welded parts welding processes Criteria and Methods for Cast-Weld Construction Four considerations make this method of construction attractive...
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.tb.cub.t66910301
EISBN: 978-1-62708-250-1
... allowance weathering steels THE DESIGN PROCESS is the first and most important step in corrosion control. Major savings in operating costs are possible by anticipating corrosion problems so as to provide proper design for equipment before assembly or construction begins. Design can never...
Abstract
The design process is the first and most important step in corrosion control. Major savings in operating costs are possible by anticipating corrosion problems so as to provide proper design for equipment before assembly or construction begins. This chapter describes the role of the design team in producing a successful final design, general considerations in corrosion-control design, and design details that accelerate corrosion. The details that must be considered when attempting to control corrosion by design include plant/site location, plant environment, component/assembly shape, fluid movement, surface preparation and coating procedures, and compatibility, insulation, and stress considerations. Design solutions for specific forms of corrosion, namely crevice corrosion, galvanic corrosion, erosion-corrosion, and stress-corrosion cracking, are then considered. A brief section is devoted to the discussion on corrosion allowance used for steel parts subject to uniform corrosion. Finally, the chapter describes the design considerations for using weathering steels.
Image
Published: 01 October 2011
Fig. 8.5 General comparison of Charpy V-notch toughness for a mild-carbon steel (ASTM A 7, now ASTM A 283, grade D), an HSLA steel, and a heat-treated constructional alloy steel
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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 October 2005
DOI: 10.31399/asm.tb.faesmch.t51270059
EISBN: 978-1-62708-301-0
... before 1971 and all intrastate pipelines constructed before 1985 to 125% of maximum operating pressure or reducing the maximum operating pressure to 80% of the original level ( Ref 3 ). Failures of Gas Transmission Pipelines In another incident, in Kentucky, a seamless steel tube ruptured...
Abstract
This chapter discusses some of the ways that the lessons learned from failures have benefitted society, leading to improved product designs, better materials, safer industrial processes, and more robust codes and standards. It also provides several examples of how the technology and procedures associated with aviation security have been upgraded in the wake of air disasters.
Image
Published: 01 June 2010
Fig. B Water tower at General Motors Technical Center, Warren, Michigan. Constructed from stainless-clad structural steel plate ( 1 16 inch stainless steel on 1 16 inch structural steel plate). Associated architects: Eero Saarinen; Smith, Hinchman, and Grylls
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Image
Published: 01 May 2018
FIG. 11.4 United Nations Headquarters, the first high-rise built after the Great Depression. U.S. Steel supplied the steel and completed the construction work.
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Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2006
DOI: 10.31399/asm.tb.ex2.t69980009
EISBN: 978-1-62708-342-3
... then, the technical advantages of aluminum aroused some interest in its use as a construction material, but the classic method of construction of railcar body shells using sheet and small extruded profiles could not compete with the proven construction material steel. A light steel design of the body shells was about...
Abstract
The hot-working process extrusion is used to produce semifinished products in the form of bar, strip, and solid sections, as well as tubes and hollow sections. The first part of this chapter describes the composition, properties, and applications of tin and lead extruded products with a deformation temperature range of 0 to 300 deg C and magnesium and aluminum extruded products with a working temperature range of 300 to 600 deg C. The second part focuses on copper alloy extruded products, extruded titanium alloy products, and extruded products in iron alloys with a working temperature range of 600 to 1300 deg C.
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 1995
DOI: 10.31399/asm.tb.sch6.t68200369
EISBN: 978-1-62708-354-6
... ranging from 600 to 1300 °F (316-704 °C), depending on the alloy content and the hardness desired. Some of the construction specifications, such as the ASME Boiler and Pressure Vessel Code, state the minimum stress-relieving temperature which must be employed. Corrosion-Resistant High Alloy Steels...
Abstract
This chapter covers the basics of weldability of cast steels such as carbon and low alloy steels, corrosion-resistant high alloy steels, nickel-base alloys, heat-resistant high alloy steels, and wear-resistant high austenitic manganese steels. It provides an overview of weld overlay and hard facing; cast-weld construction; and plasma arc cutting and plasma arc welding. The chapter discusses different types of welding processes. These include shielded metal-arc welding, air carbon arc cutting process, gas tungsten-arc welding, gas metal-arc welding process, flux-cored arc welding, submerged arc welding, and electroslag and electro-gas welding.
Image
Published: 01 June 2010
Fig. D Pittsburgh Civic Arena, Pittsburgh, Pennsylvania. When constructed, it had the world’s largest dome and retractable roof. There are no interior supports. The stainless steel dome is 415 feet (126 meters) in diameter and consists of 7800 pieces of stainless steel that were joined with flat
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Image
Published: 01 December 1995
Fig. 10-18 Conveyor belt pulley casting. Original steel casting, top, and redesigned cast-weld construction
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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 1995
DOI: 10.31399/asm.tb.sch6.t68200007
EISBN: 978-1-62708-354-6
...Abstract Abstract Steel castings are produced in thousands of designs for different applications. They fill needs in many industries, including transportation, construction machinery, earthmoving equipment, rolling mills, mining, oil and gas exploration, and power generation. This chapter...
Abstract
Steel castings are produced in thousands of designs for different applications. They fill needs in many industries, including transportation, construction machinery, earthmoving equipment, rolling mills, mining, oil and gas exploration, and power generation. This chapter touches upon the variety of applications for which steel castings can be supplied and the ranges of casting size and complexity. Photographs in this chapter provide an understanding of these applications, their size and complexity, and the types of cast steels produced.
Image
Published: 01 December 1995
Fig. 10-14 Crane cable drum redesigned to cast carbon steel from gray iron as a lighter weight part and for cast-weld construction
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Image
in Stainless Steels
> Metallography of Steels<subtitle>Interpretation of Structure and the Effects of Processing</subtitle>
Published: 01 August 2018
letters. It is evident that there can be no structural difference between “the two” ferrites (α and δ). Furthermore, the BCC phase field must have a single name. Thus, it is common to treat the ferrite that forms in stainless steels (in particular in austenitic and duplex steels) as “delta ferrite
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Image
Published: 01 December 1995
Fig. 2-64 All-purpose rock rake and router for land clearing. Note cast steel ground engaging teeth and adapters. Used in cast-weld construction with fabricated frame
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Image
Published: 01 December 1995
Fig. 11-14 Cast-weld peg roll. Identical steel castings can be welded in different positions to produce an entirely different looking single piece cast-weld construction.
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