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ASTM A36

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Published: 01 March 2002
Fig. 7.11 Microstructure of an ASTM A36 sheared plate. (a) Cold work at the sheared edge. (b) Unaffected area of ferrite and pearlite. 2% nital. 200× More
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Published: 01 March 2002
Fig. 3.35 (a) A manganese sulfide dendritic array in the 0.7% C-3% Cr forging steel exposed to 1170 °C (2500 °F) for 1.5 h and (b) type II manganese sulfide inclusions in an as-cast ASTM A36 steel slab. Unetched. 1000× More
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Published: 01 August 2005
Fig. 4.32 Effect of temperature and strain rate on plane-strain fracture toughness behavior of ASTM type A36 steel. Source: Ref 4.36 More
Series: ASM Technical Books
Publisher: ASM International
Published: 01 June 2016
DOI: 10.31399/asm.tb.hpcspa.t54460253
EISBN: 978-1-62708-285-3
... of the coating-substrate interface. Because of the similarity in coating density, coating interface, and bond strength results, the effect of using different substrates (A516 and A36) was considered minimal. Bond strength measurement using a modified ASTM E8 tensile test on small-scale specimens (5.90 mm...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 2018
DOI: 10.31399/asm.tb.msisep.t59220475
EISBN: 978-1-62708-259-4
.... The ASTM A36 ( Ref 2 ) standard is probably the classical example of this type of steel. It is by no means the only standard, and there are many similar specifications. This turns out to be a common problem when one wants to determine the specification to which a certain steel was manufactured. Although...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2004
DOI: 10.31399/asm.tb.tt2.t51060033
EISBN: 978-1-62708-355-3
...Effect of test-piece orientation on tensile properties Table 1 Effect of test-piece orientation on tensile properties Orientation Yield strength, ksi Tensile strength, ksi Elongation in 50 mm (2 in.), % Reduction of area, % ASTM A 572, Grade 50 (¾ in. thick plate, low sulfur...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 2005
DOI: 10.31399/asm.tb.mmfi.t69540169
EISBN: 978-1-62708-309-6
..., a much thicker plate is required for a ductile material than for a not so ductile material. The proposed test procedure for obtaining a valid plane-strain fracture toughness value is given in ASTM Standard E 399 ( Ref 4.17 ). All the details relating to specimen size and preparation requirements, test...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 March 2002
DOI: 10.31399/asm.tb.mgppis.t60400049
EISBN: 978-1-62708-258-7
Book Chapter

Series: ASM Technical Books
Publisher: ASM International
Published: 01 July 1997
DOI: 10.31399/asm.tb.wip.t65930003
EISBN: 978-1-62708-359-1
..., as shown in Fig. 10 . Fortunately, most commercial filler metals contain minimal carbon and sulfur levels, while alloy content is raised to achieve specified strength requirements. Most structural steels, such as ASTM A36 and A588 or AISI-SAE 1018,1020, and 1045, however, contain well over 0.10% C...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 March 2002
DOI: 10.31399/asm.tb.mgppis.t60400169
EISBN: 978-1-62708-258-7
... represents the microstructure of a shear burr in an ASTM A36 steel plate. This micrograph shows that the deformation created by the shear blades was not removed during grinding. In most cases, the metallographer can prepare a large enough specimen so that the affected area can be ignored during microscopic...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 November 2011
DOI: 10.31399/asm.tb.jub.t53290099
EISBN: 978-1-62708-306-5
Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 2012
DOI: 10.31399/asm.tb.smfpa.t53500019
EISBN: 978-1-62708-317-1
... verified for three different sheet materials: ASTM A36; a high-strength, low-alloy steel; and a stainless steel. The main parameter of comparison was the initial flat length of the bent sheet, L 0 , with the flat length obtained from the BEND program ( Fig. 2.20 ). The parameter L 0 was selected...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 September 2008
DOI: 10.31399/asm.tb.fahtsc.t51130563
EISBN: 978-1-62708-284-6
... 316L SA688 (XM-29) SA705 630 SA705 631 SA705 (0XM-12) SA705 (XM-13) SA705 (XM-25) SA737 (XM-27) Adapted from Engineering Properties of Steel , ASM International, 1982, p 509–523 Cross reference to ASTM steels Table A8.9 Cross reference to ASTM steels Country...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 September 2008
DOI: 10.31399/asm.tb.fahtsc.t51130503
EISBN: 978-1-62708-284-6
... the porosity problem. If rough grinding is not possible, the welding engineer can choose a more active flux that is designed for welding rusted plate. Active fluxes contain strong deoxidizers, such as titanium and aluminum, but should only be used in a single pass. Example 2: Lack of Penetration A36...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 November 2012
DOI: 10.31399/asm.tb.ffub.t53610263
EISBN: 978-1-62708-303-4
... as follows (dry mill scale): Steel K S A36 (carbon steel) 0.35 A440 (high-strength low-alloy) 0.18 A514 (quenched and tempered) 0.20 An increase in fatigue strength with clamped joints is only achieved if relative slipping is eliminated, otherwise fretting failures are likely...
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 1989
DOI: 10.31399/asm.tb.dmlahtc.t60490183
EISBN: 978-1-62708-340-9
...Materials used in boiler construction Table 5.1. Materials used in boiler construction Alloy Product form ASME or ASTM specification Grade Minimum tensile strength, ksi Minimum yield strength, ksi Composition (a) , % C Mn P S Si Ni Cr Mo Carbon steels Low...