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concrete reinforcing bar

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Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c9001656
EISBN: 978-1-62708-219-8
... bar. Chlorides Reinforced concrete Reinforcement bars Zinc coatings Steel reinforcing bar Corrosion fatigue Introduction In a properly designed, constructed, and used structure, there should be no problem of steel corrosion in concrete during the design life. Such protection...
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
... the best intentions of having redundant structure and peer-reviewed designs is not foolproof. Pedestrian Bridge, Miami, Florida The March 2018 collapse of the reinforced-concrete pedestrian bridge ( Ref 24 ) at the Florida International University in Miami, Florida, while under construction...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.matlhand.c9001549
EISBN: 978-1-62708-224-2
... of a reinforced concrete building (48 story) nearing completion. At the time of the accident the crane was being used to lift facing slabs into position from ground level. The weight of the slabs was well within the lifting capacity of the crane. However, eyewitnesses agreed that shortly after a facing slab had...
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.a0006909
EISBN: 978-1-62708-395-9
...-rate capability of the test chamber. ASTM C666, developed for assessing the resistance of concrete freezing and thawing, is also used to assess the resistance of carbon-fiber-reinforced polymer and glass-fiber-reinforced polymer wrap systems used to repair (rehabilitate) corrosion-damaged concrete...
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.a0006912
EISBN: 978-1-62708-395-9
...-in stresses that annealed machined parts do not. Machined part geometries are limited to machining operations. Fig. 6 Computer simulation of a weighted glass-reinforced polycarbonate chassis being dropped onto a concrete floor Fig. 7 Drop test evaluating an acrylonitrile-butadiene...
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003566
EISBN: 978-1-62708-180-1
... to be more like a “spike,” with a very fast rising/falling voltage peak. The typical curve for a man striking the drift pin displayed a lower peak voltage over a longer period of time. After installing a new, reinforced concrete floor and industrial rubber mounts under the HIT to dampen the impact...
Series: ASM Handbook
Volume: 11
Publisher: ASM International
Published: 15 January 2021
DOI: 10.31399/asm.hb.v11.a0006778
EISBN: 978-1-62708-295-2
... removed from a cast component may not necessarily bear relation to grade/condition determination based on separately poured test bars, results suggested the G3000 grade designation for automotive gray cast iron. The typical fracture morphology within the matrix was transgranular cleavage...
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.9781627083294
EISBN: 978-1-62708-329-4
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.9781627083959
EISBN: 978-1-62708-395-9
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003508
EISBN: 978-1-62708-180-1
... to stretch the wire used in prestressed concrete beams. The wire was gripped at one end of the stretching machine between stationary semicylindrical jaws and at the other end between movable wedge-shaped jaws that were fitted in a block in a manner that forced them together as tension was applied to the wire...
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003556
EISBN: 978-1-62708-180-1
... recent publications ( Ref 13 , 14 ) present broader discussions of MIC, including a useful introduction to microbial problems seen with nonmetallic materials such as polymers, composites, concrete, glass, wood, and stone. Viable microorganisms can be found over a surprisingly wide range...
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006814
EISBN: 978-1-62708-329-4
..., 1986), and concrete/reinforcing steel/post tensioning cable nodes (Florida International University pedestrian bridge, 2018) ( Ref 5 , 6 ). Connections, regardless of the means used to join them, present complex design challenges in many engineered structures and equipment. There are several reasons...
Book Chapter

Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003548
EISBN: 978-1-62708-180-1
Series: ASM Handbook
Volume: 11
Publisher: ASM International
Published: 15 January 2021
DOI: 10.31399/asm.hb.v11.a0006783
EISBN: 978-1-62708-295-2
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006812
EISBN: 978-1-62708-329-4
... be incorrect, or the metallurgical properties may not meet requirements. This often results from a misunderstanding of the operating conditions by the designer. A common cause of failure of pressure vessels is the use of an alloy other than the one specified. Sometimes, bars or plates are not properly...