{"id":48432,"date":"2024-10-17T07:58:01","date_gmt":"2024-10-17T07:58:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-a914\/"},"modified":"2024-10-24T16:22:48","modified_gmt":"2024-10-24T16:22:48","slug":"astm-a914","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-a914\/","title":{"rendered":"ASTM-A914"},"content":{"rendered":"<\/p>\n
1.1 This specification covers hot-worked alloy and carbon-boron steels designed to attain restricted depth of hardening in the end-quench test. These steel compositions are identified by the suffix letter RH added to the conventional grade number.<\/p>\n
1.2 In general, steels with restricted hardenability (RH steels) will exhibit a hardness range not greater than 5 HRC at the initial position on the end-quench hardenability bar and not greater than 65 % of the hardness range for standard H-band steels (Specification A304 ) in the inflection region. Generally the restricted hardenability band follows the middle of the corresponding standard H-band. An example of the RH band compared with the H band is given for Grade 4140 in Fig. 1.<\/p>\n
1.2.1 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | Scope Referenced Documents Terminology Ordering Information <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Manufacture General Requirements Chemical Requirements Grain Size Requirements End-Quench Hardenability Requirements Test Specimens Test Methods Certification and Reports of Testing Keywords <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | TABLE 1 <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | FIG. 1 <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | FIG. 2 <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | FIG. 3 <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | FIG. 4 <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | FIG. 5 <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | FIG. 6 <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | FIG. 7 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | FIG. 8 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | FIG. 9 <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | FIG. 10 <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | FIG. 11 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | FIG. 12 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | FIG. 13 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | FIG. 14 <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | FIG. 15 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | FIG. 16 <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | FIG. 17 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | FIG. 18 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | FIG. 19 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | FIG. 20 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | FIG. 21 <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | FIG. 22 <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | FIG. 23 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" A914\/A914M-92(2011) Standard Specification for Steel Bars Subject to Restricted End-Quench Hardenability Requirements<\/b><\/p>\n |