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Published: 01 June 1983
Figure 12.11 Temperature dependence of thermal contraction for fabric- and mat-reinforced laminates. For fabric laminates, W =warp direction, N = normal direction. For mat laminates, E =edgewise direction. Wt.% = fiber weight fraction. Refs.: (1) Kasen, McDonald, et al. (1980) ; (2 More
Series: ASM Technical Books
Publisher: ASM International
Published: 01 November 2010
DOI: 10.31399/asm.tb.scm.t52870031
EISBN: 978-1-62708-314-0
... Abstract This chapter discusses the properties and processing characteristics of glass, aramid, carbon, and ultra-high molecular weight polyethylene fibers and related product forms, including woven fabrics, prepreg, and reinforced mats. It also includes a review of fiber terminology as well...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 2005
DOI: 10.31399/asm.tb.mmfi.t69540319
EISBN: 978-1-62708-309-6
... Abstract This chapter discusses the failure mechanisms associated with fiber-reinforced composites. It begins with a review of fiber-matrix systems and the stress-strain response of unidirectional lamina and both notched and unnotched composite laminate specimens. It then explains how cyclic...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2003
DOI: 10.31399/asm.tb.cfap.t69780276
EISBN: 978-1-62708-281-5
... Abstract This article briefly reviews abrasive and adhesive wear failure of reinforced polymers and polymer composites, namely particulate-filled polymers, short-fiber-reinforced polymers, polymers with continuous fibers, and mixed reinforcements and fabrics. It includes scanning electron...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2004
DOI: 10.31399/asm.tb.tt2.t51060183
EISBN: 978-1-62708-355-3
... in a composite laminate subjected to uniaxial loading Fig. 8 Metal-matrix composite tensile specimen Abstract This chapter presents the fundamentals of tensile testing of fiber-reinforced polymer composites. Basic tensile testing of polymer composites is divided into lamina and laminate...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 November 2010
DOI: 10.31399/asm.tb.omfrc.9781627083492
EISBN: 978-1-62708-349-2
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Published: 01 November 2010
Fig. 10.18 Reinforced reaction injection molding (RRIM) (short-fiber reinforcement) More
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Published: 01 August 2013
Fig. 10.1 Several geometric arrangements of fiber reinforcements. Source: Ref 10.1 More
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Published: 01 August 2018
Fig. 12.35 Longitudinal cross section of a reinforcing bar (rebar) for concrete made to 600 MPa (87 ksi) minimum yield strength specification, with 6 mm (0.25 in.) diameter, lightly work hardened during wire drawing (reduction of 30%). Pearlite and ferrite. Along the longitudinal section More
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Published: 01 August 2018
Fig. 14.13 Transverse cross section of reinforcing bar with minimum yield strength of 500 MPa (73 ksi). Top: macrograph of a bar subjected to accelerated cooling (see Fig. 14.15 ) after hot rolling. Corresponding micrographs: (a) tempered martensite, (b) pearlite and ferrite, (c) pearlite More
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Published: 01 August 2018
Fig. 14.14 Transverse cross section of reinforcing bar with minimum yield strength of 500 MPa (73 ksi) produced using accelerated cooling (see Fig. 14.15 ) after hot rolling. (a) Tempered martensite, (b) tempered martensite and acicular ferrite, (c) pearlite and acicular ferrite More
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Published: 01 August 2018
Fig. 14.35 Welded mesh of reinforcement bar with minimum yield strength of 600 MPa (87 ksi) welded by electric fusion. (a) Arrangement of the reinforcement bars, partially cut, etched. (b) Higher magnification of the section presented in (a). Transverse cross section of the top rebar More
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Published: 01 August 2018
Fig. 14.36 (Part 1) Portion of a truss made of reinforcing bar with minimum yield strength of 600 MPa (87 ksi) welded by electric fusion. (a) Arrangement of the reinforcement bars, partially cut, etched. (b) Higher magnification of the section presented in (a). Cross section taken transverse More
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Published: 01 August 2018
Fig. 14.36 (Part 2) Portion of a truss made of reinforcing bar with minimum yield strength of 600 MPa (87 ksi) welded by electric fusion. (d) Higher magnification of the heat-affected zone: acicular ferrite, ferrite, and partially spheroidized pearlite. (e) Ferrite and partially spheroidized More
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Published: 01 August 2013
Fig. 1.10 Specific strength of various lightweight materials. RP, reinforced polymer. Source: Ref 1.12 More
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Published: 01 January 2000
Fig. 12 Schematic of the cathodic protection of steel reinforcing bars in concrete. Arrows indicate current to the steel. More
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Published: 01 January 2000
Fig. 14 Two views of polymer mesh anodes used to protect reinforcing steel in bridge decks, parking garages, and other large structural surfaces. More
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Published: 01 October 2012
Fig. 7.12 Comparison of filler and reinforcements. Source: Ref 7.2 More
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Published: 01 October 2012
Fig. 8.2 Typical reinforcement options. Source: Ref 8.1 More
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Published: 01 October 2012
Fig. 8.3 Influence of reinforcement type and quantity on composite performance. Source: Ref 8.1 More