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ASTM A400-17
Standard Practice for Steel Bars, Selection Guide, Composition, and Mechanical Properties
Přeložit název
NORMA vydána dne 1.11.2017
Informace o normě:
Označení normy: ASTM A400-17
Poznámka: NEPLATNÁ
Datum vydání normy: 1.11.2017
Kód zboží: NS-803071
Počet stran: 9
Přibližná hmotnost: 27 g (0.06 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Kategorie - podobné normy:
Anotace textu normy ASTM A400-17 :
Keywords:
steel bars,, ICS Number Code 77.140.60 (Steel bars and rods)
Doplňující informace
| Significance and Use | ||||||||||||
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3.1 If the desired mechanical properties are as described in 4.1.1 for material identified as Classes P-1 through P-7, or in 4.1.2 for material identified as Classes Q-1 through Q-7, the strength level desired can be based on hardness or the equivalent tensile or yield strength as shown in Tables 1-4. If the desired mechanical properties are as set forth in 4.1.3 for material identified as Classes R-1 through R-6, the strength level is based on yield strength as shown in Tables 5 and 6. 3.2 The user, after determining the mechanical property requirements of the critical section (that carrying the greatest stress) of the part, should select the composition or compositions from Tables 1-6 that fulfills these requirements and is most suitable for processing. |
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| 1. Scope | ||||||||||||
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1.1 This practice covers the selection of steel bars according to section and to the mechanical properties desired in the part to be produced. This is not a specification for the procurement of steel. Applicable procurement specifications are listed in Section 5. 1.2 Several steel compositions intended for various sections and mechanical property requirements are presented in Tables 1-6. The criteria for placing a steel composition in one of the three general class designations, Classes P, Q, and R (described in Section 4) are as follows: 1.2.1 Classes P and Q should be capable
of developing the mechanical properties shown in Tables 1-4 by liquid quenching from a suitable
austenitizing temperature, and tempering at 800 °F (427 °C) or
higher. A hardness indicated by tests made at a location shown in
Fig. 1, A, B, or C, is taken
as evidence that a composition is capable of meeting other
equivalent mechanical properties shown in the tables. Normal good
shop practices are assumed, with control of austenitizing and
tempering temperatures, and mild agitation of the part in the
quenching bath.
FIG. 1 Locations in Typical Cross Sections of Steel Bars at Which Desired Properties Are Obtained 1.2.2 Class R should be capable of developing the mechanical properties shown in Tables 5 and 6 as hot rolled, by cold drawing, or by cold drawing with additional thermal treatment. The locations for obtaining tension tests are described in 6.2. 1.3 It is not implied that the compositions listed in the tables are the only ones satisfactory for a certain class and mechanical property requirement. Steels with lower alloy contents are often satisfactory through the use of special processing techniques. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. |
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| 2. Referenced Documents | ||||||||||||
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