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reinforced polymers
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Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003572
EISBN: 978-1-62708-180-1
... Abstract This article reviews the abrasive and adhesive wear failure of several types of reinforced polymers, including particulate-reinforced polymers, short-fiber reinforced polymers (SFRP), continuous unidirectional fiber reinforced polymers (FRP), particulate-filled composites, mixed...
Abstract
This article reviews the abrasive and adhesive wear failure of several types of reinforced polymers, including particulate-reinforced polymers, short-fiber reinforced polymers (SFRP), continuous unidirectional fiber reinforced polymers (FRP), particulate-filled composites, mixed composites (SFRP and particulate-filled), unidirectional FRP composites, and fabric reinforced composites. Friction and wear performance of the composites, correlation of performance with various materials properties, and studies on wear-of failure mechanisms by scanning electron microscopy are discussed for each of these types.
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.a0006869
EISBN: 978-1-62708-395-9
... Abstract Reinforced polymers (RPs) are widely used in structural, industrial, automotive, and engineering applications due to their ecofriendly nature and the potential to manipulate their properties. This article addresses the technical synthesis of RPs, referring to their tribological...
Abstract
Reinforced polymers (RPs) are widely used in structural, industrial, automotive, and engineering applications due to their ecofriendly nature and the potential to manipulate their properties. This article addresses the technical synthesis of RPs, referring to their tribological behavior, to provide insights into the contribution and interaction of influential parameters on the wear behavior of polymers. It provides a brief discussion on the effects of significant parameters on RP tribology. The article describes abrasive and adhesive wear and provides a theoretical synthesis of the literature regarding the wear mechanisms of RPs. It also describes the synthesis of abrasive wear failure of different types of RPs and highlights the contribution of these influential parameters. The article addresses the synthesis of adhesive wear failure of different types of RPs.
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Published: 01 January 2002
Fig. 18 Failure wear mechanisms in fiber-reinforced polymers sliding with fibers in different orientations. (a) N orientation; (b) parallel orientation; (c) antiparallel orientation. 1, wear failure of matrix by microplowing, microcracking, and microcutting; microplowing; 2, sliding and wear
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Published: 15 May 2022
Fig. 2 Failure wear mechanisms in fiber-reinforced polymers (FRPs) sliding with fibers in different orientations: (a) N orientation, (b) P orientation, and (c) AP orientation. 1, wear failure of the matrix by microplowing, microcracking, and microcutting; 2, sliding and wear thinning of fibers
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Published: 15 May 2022
Fig. 9 Wear mechanisms of continuous unidirectional fiber-reinforced polymers. N, normal; P, parallel; AP, antiparallel. Adapted from Ref 11
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Published: 01 January 2001
Book: Composites
Series: ASM Handbook
Volume: 21
Publisher: ASM International
Published: 01 January 2001
DOI: 10.31399/asm.hb.v21.a0003453
EISBN: 978-1-62708-195-5
... polymer (FRP)-reinforced concrete behavior that depends on flexural, shear, or axial failures. Surface preparation procedures for rehabilitation techniques of reinforced concrete structures using bonded FRP materials are also discussed. The article provides information on the applications...
Abstract
Rehabilitation is the process of repairing or modifying reinforced concrete structures to a desired useful condition. This article describes the operational steps for the structural assessment of reinforced concrete structures. It discusses the classification of composite materials reinforcing systems for strengthening reinforced concrete structures, such as shop-manufactured and field-manufactured structures. The article reviews the materials property requirements for designing reinforcing systems to strengthen the reinforced concrete structures. It discusses the fiber-reinforced polymer (FRP)-reinforced concrete behavior that depends on flexural, shear, or axial failures. Surface preparation procedures for rehabilitation techniques of reinforced concrete structures using bonded FRP materials are also discussed. The article provides information on the applications of rehabilitation of concrete structures. It explains data recording and acceptance criteria for rehabilitation of concrete structures with composite materials.
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Published: 01 January 2002
Fig. 22 Failure wear mechanisms of unidirectional fiber reinforced polymer composites with different orientations of fibers with respect to sliding direction against a smooth metal surface. (a) Normal aramid fibers. (b) Parallel carbon fibers. (c) Wear reduction mechanism due to hybridization
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Published: 01 December 2004
Fig. 65 Hybrid Ti-6Al-4V carbon-reinforced polymer composite with arcing and heat damage from a lab-induced lightning strike. Note the heat-affected zone. The vertical line shows the original surface of the titanium fastener and the extent of intraply arcing. Because of its complex shape
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Published: 15 December 2019
Fig. 48 Microstructure of fiberglass-reinforced polymer-matrix composite I-beam viewed using Nomarski DIC. Nothing is visible in bright field.
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Published: 01 January 2001
Fig. 1 Specific strength versus temperature. CFRP, carbon fiber reinforced polymers; GMC, glass-matrix composites; GCMC, glass-ceramic-matrix composites; CMC, ceramic-matrix composite; C-C, carbon-carbon composites; MMC, metal-matrix composites
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Published: 01 January 2001
Fig. 1 Damage to fiber reinforced polymer-matrix composites resulting from different impact severity. (a) Low-energy impact. (b) Medium-energy impact. (c) High-energy impact
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in Rehabilitation of Reinforced Concrete Structures Using Fiber-Reinforced Polymer Composites
> Composites
Published: 01 January 2001
Fig. 11 Crushing of concrete deck in flexural failure. The fiber-reinforced polymer tensile reinforcement remained elastic while the steel reinforcement yielded.
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in Rehabilitation of Reinforced Concrete Structures Using Fiber-Reinforced Polymer Composites
> Composites
Published: 01 January 2001
Fig. 12 Delamination of fiber-reinforced polymer composite from concrete slab in flexural failure. The concrete remaining on the composite indicates good bond.
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in Rehabilitation of Reinforced Concrete Structures Using Fiber-Reinforced Polymer Composites
> Composites
Published: 01 January 2001
Fig. 13 Fiber-reinforced polymer sheet applied to the side of a beam to increase the shear strength of the beam
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Published: 01 January 2000
Fig. 5 Tensile test cryostat. The force-reaction posts have fiber-reinforced polymer composite stand-offs.
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Published: 01 August 2018
Fig. 19 Failures of fiber-reinforced polymer (FRP) tanks. An FRP tank-failure problem was eliminated by using 100% acoustic emission (AE) inspection starting in 1979. The isolated failures in 1982 and 1984 occurred after the tanks failed the AE test, and damage-prevention measures were taken.
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Published: 01 August 2018
Fig. 13 Lock-in phase images of five-ply carbon-fiber-reinforced polymer on aluminum honeycomb with embedded polymer inserts at increasing excitation frequency. (a) f = 0.01 Hz. (b) f = 0.04 Hz. (c) f = 0.1 Hz. (d) f = 0.5 Hz. Outlines in (c) and (d) are surface markings of insert
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Published: 01 January 2001
Fig. 13 Truncated maximum-strain failure envelope for carbon-fiber-reinforced polymers at the lamina and laminate strain levels
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Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003267
EISBN: 978-1-62708-176-4
... Abstract This article provides a discussion on the mechanical properties of metals, ceramics, and polymers and fiber-reinforced polymer composites at low temperatures. It reviews the factors to be considered in tensile and compression testing of these materials. The article details...
Abstract
This article provides a discussion on the mechanical properties of metals, ceramics, and polymers and fiber-reinforced polymer composites at low temperatures. It reviews the factors to be considered in tensile and compression testing of these materials. The article details the equipment used for low-temperature tensile and compression tests with illustrations. It concludes with a discussion on the various test methods and their ASTM standard for compression and tension testing.
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