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concrete
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Book: Corrosion: Materials
Series: ASM Handbook
Volume: 13B
Publisher: ASM International
Published: 01 January 2005
DOI: 10.31399/asm.hb.v13b.a0003843
EISBN: 978-1-62708-183-2
... Abstract Portland cement concrete has low environmental impact, versatility, durability, and economy, which make it the most abundant construction material in the world. This article details the types and causes of concrete degradation. Concrete can be degraded by corrosion of reinforcing steel...
Abstract
Portland cement concrete has low environmental impact, versatility, durability, and economy, which make it the most abundant construction material in the world. This article details the types and causes of concrete degradation. Concrete can be degraded by corrosion of reinforcing steel and other embedded metals, chlorides, carbonation, galvanic corrosion, chemical attack, alkali-aggregate reaction, abrasion, erosion, and cavitation as well as many other factors. The article addresses the durability of concrete by two approaches, namely, the prescriptive approach and the performance approach. In the former, designers specify materials, proportions, and construction methods based on fundamental principles and practices that exhibit satisfactory performance. In the latter, designers identify functional requirements such as strength, durability, and volume changes and rely on concrete producers and contractors to develop concrete mixtures to meet those requirements.
Book Chapter
Book: Fractography
Series: ASM Handbook Archive
Volume: 12
Publisher: ASM International
Published: 01 January 1987
DOI: 10.31399/asm.hb.v12.a0000628
EISBN: 978-1-62708-181-8
... Abstract This article is an atlas of fractographs that helps in understanding the causes and mechanisms of fracture of sulfur concrete and asphalt and in identifying and interpreting the morphology of fracture surfaces. The fractographs illustrate the crystal morphology, noninterconnecting...
Abstract
This article is an atlas of fractographs that helps in understanding the causes and mechanisms of fracture of sulfur concrete and asphalt and in identifying and interpreting the morphology of fracture surfaces. The fractographs illustrate the crystal morphology, noninterconnecting voids, and microvoids of these surfaces.
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
... 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...
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: 30 September 2015
Fig. 12 Concrete surface profile pads for International Concrete Repair Institute guideline 310.2. Courtesy of KTA-Tator, Inc.
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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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in Additive Manufacturing in the Nuclear and Wind Energy Sectors
> Additive Manufacturing Design and Applications
Published: 30 June 2023
Fig. 4 Wind turbine tower concrete base made with three-dimensional concrete printing, codeveloped by GE Renewable Energy, COBOD, and LafargeHolcim. Source: Ref 34
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Published: 01 January 2005
Fig. 1 Range in proportions of materials used in concrete (by absolute volume). Mixes 1 and 3 represent rich mixes with small-size aggregates. Mixes 2 and 4 represent lean mixes with large-size aggregates.
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Published: 01 January 2005
Fig. 2 The expansion of corroding steel creates tensile stresses in the concrete, which can cause cracking, delamination, and spalling.
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Published: 01 January 2005
Fig. 3 Freeze-thaw cycles can cause scaling of concrete surfaces as shown on this pavement.
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Published: 01 January 2005
Fig. 6 Restraint to drying shrinkage is the most common cause of concrete cracking.
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Published: 01 January 2005
Fig. 9 Subsidence cracks can develop over reinforcing steel as the concrete settles or subsides.
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Published: 01 January 2005
Fig. 10 The Two Union Square building in Seattle, WA, used concrete with a design compressive strength of 131 MPa (19 ksi) in its steel tube and concrete composite columns.
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Published: 01 January 2005
Fig. 11 Concrete strength increases with age as long as moisture and a favorable temperature are present for hydration of the cement. The effect of moisture during cure is evident.
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Published: 01 January 2006
Fig. 13 Concrete decomposition at Channel Islands Air National Guard airfield from alkali-silica reactivity. (a) The airfield, which was built in 1978. (b) Surface (apron) damage and cracking. (c) Concrete decomposition through pavement thickness. The cost of repair was $14 million.
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Published: 01 January 2006
Fig. 14 Severe concrete degradation caused by rebar corrosion of piers of a NAVSTA bridge in Pearl Harbor, HI
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Published: 01 January 2006
Fig. 4 Spalling on precast concrete panels occurred in three years after exposure to seawater during shipment. Reinforcing bars are exposed.
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Published: 01 January 2006
Fig. 8 Galvanized post at a concrete footer corrodes from a moist subgrade environment. Chlorides from the fresh concrete can accelerate the corrosion process. Courtesy of the PDRMA
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Published: 01 January 2006
Fig. 3 Insulated tie-and-ballast track with concrete ties and insulated clips. The ballast rock is clean and well-drained; however, leaves are accumulating.
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Published: 01 January 2006
Fig. 1 Factors involved in corrosion of metals embedded in concrete. Adapted from Ref 23
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Published: 01 January 2006
Fig. 11 Expansive corrosion products from rebar generate stress in concrete. (a) Tensile hoop stresses develop adjacent to the corroded steel. (b) Wide bar spacing and/or shallow cover favor formation of vertical cracks to relieve the stress created by the expansive corrosion products. (c
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