ASTM A905-04(2010)

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:A905–04 Designation: A905 – 04 (Reapproved 2010)
Standard Specification for
Steel Wire, Pressure Vessel Winding
This standard is issued under the fixed designation A905; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope *
1.1 This specification covers requirements for a high strength drawn and cold rolled steel wire in two strength classes, with
rectangular cross section, and round mill edge. This wire is intended for prestressed vessel and press frame windings.
1.2 The values stated in either inch-pound units or SI (metric) units are to be regarded separately as standards. Within the text
and tables, the SI units are shown in parentheses. The values stated in each system are not exact equivalents. Therefore, each
system must be used independent of the other. Combining values from the two systems may result in nonconformance with the
specification.
2. Referenced Documents
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A510 Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel
A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel (Metric)
A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment
E30 Test Methods for Chemical Analysis of Steel, Cast Iron, Open-Hearth Iron and Wrought Iron
E309 Practice for Eddy-Current Examination of Steel Tubular Products Using Magnetic Saturation
2.2 Military Standard:
MIL-STD-163 Steel Mill Products, Preparation for Shipment and Storage
2.3 Federal Standard:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.4 AIAG Standard:
AIAGB-5 02.00 Primary Metals Identification Tag Application Standard
3. Ordering Information
3.1 It shall be the responsibility of the purchaser to specify all requirements that are necessary for material under this
specification. Such requirements may include, but are not limited to, the following:
3.1.1 Quantity (mass),
3.1.2 Name of material,
3.1.3 Dimensions (see Section 7),
3.1.4 Finish (see Section 8),
3.1.5 Packaging (see Section 11),
3.1.6 Cast or heat analysis report (see Section 5),
3.1.7 Number of certification or test reports required (see Section 10),
3.1.8 ASTM designation and year of issue, and
3.1.9 Supplementary requirements, if any.
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.03
on Steel Rod and Wire.
Current edition approved Sept.April 1, 2004.2010. Published September 2004.April 2010. Originally approved in 1991. Last previous edition approved in 19982004 as
A905–93(1998).A905 – 04. DOI: 10.1520/A0905-04R10.
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Withdrawn.
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098
Available from Automotive Industry Action Group (AIAG), 26200 Lahser Rd., Suite 200, Southfield, MI 48034.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
A905 – 04 (2010)
4. Material and Manufacture
4.1 The steel shall be produced by any of the following primary processes: (1) basic oxygen, and (2) electric furnace or vacuum
induction (VIM). The primary melting may incorporate separate degassing or refining and may be followed by secondary melting
by the electrode slag process (ESR) or the vacuum arc remelting process (VAR).
4.1.1 The steel may be ingot cast or continuously cast.
4.2 The finished wire shall be free from detrimental pipe and undue segregation.
4.3 The wire shall be cold drawn or cold rolled, or both, to produce the desired mechanical properties and dimensions after
subjecting it to the patenting treatment.
4.4 The width to thickness ratio of the wire cross section shall not exceed 8.
5. Chemical Composition
5.1 The steel shall conform to the requirements for chemical composition prescribed in Table 1.
5.2 HeatAnalysis—Each heat of steel shall be analyzed by the manufacturer to determine the percentage of elements prescribed
in Table 1. This analysis shall be made from a test specimen preferably taken during the pouring of the heat. When requested, this
shall be reported to the purchaser and shall conform to the requirements of Table 1.
5.3 Product Analysis—An analysis may be made by the purchaser from finished wire representing each heat of steel. The
chemical composition thus determined, as to elements required or restricted, shall conform to the product analysis requirements
specified in Table 10 of Specification A510 or A510M.
5.4 For referee purposes, Test Methods E30 shall be used.
6. Mechanical Requirements
6.1 Tension Test.
6.1.1 Requirements—The material as represented by tension test specimens shall conform to the requirements prescribed in
Table 2.
6.1.2 Number of Tests—One test specimen shall be taken from each end of every coil.
6.1.3 TestMethod—ThetensiontestshallbemadeinaccordancewithTestMethodsandDefinitionsA370,exceptthatthelength
L for evaluation of the elongation shall be calculated from the following formula:
L 5 11.3 W·T
=
A0905-04R10_1
where
W = width of the wire, and
T = thickness of the wire.
The length L shall be used to calculate the permanent elongation. The distance between the gage marks shall be measured to
thenearest0.004in.(0.1mm).DeterminetensilepropertiesandpermanentelongationasdescribedinTestMethodsandDe
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:A905–04 Designation: A905 – 04 (Reapproved 2010)
Standard Specification for
Steel Wire, Pressure Vessel Winding
This standard is issued under the fixed designation A905; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope *
1.1 This specification covers requirements for a high strength drawn and cold rolled steel wire in two strength classes, with
rectangular cross section, and round mill edge. This wire is intended for prestressed vessel and press frame windings.
1.2 The values stated in either inch-pound units or SI (metric) units are to be regarded separately as standards. Within the text
and tables, the SI units are shown in parentheses. The values stated in each system are not exact equivalents. Therefore, each
system must be used independent of the other. Combining values from the two systems may result in nonconformance with the
specification.
2. Referenced Documents
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A510 Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel
A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel (Metric)
A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment
E30 Test Methods for Chemical Analysis of Steel, Cast Iron, Open-Hearth Iron and Wrought Iron
E309 Practice for Eddy-Current Examination of Steel Tubular Products Using Magnetic Saturation
2.2 Military Standard:
MIL-STD-163 Steel Mill Products, Preparation for Shipment and Storage
2.3 Federal Standard:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.4 AIAG Standard:
AIAGB-5 02.00 Primary Metals Identification Tag Application Standard
3. Ordering Information
3.1 It shall be the responsibility of the purchaser to specify all requirements that are necessary for material under this
specification. Such requirements may include, but are not limited to, the following:
3.1.1 Quantity (mass),
3.1.2 Name of material,
3.1.3 Dimensions (see Section 7),
3.1.4 Finish (see Section 8),
3.1.5 Packaging (see Section 11),
3.1.6 Cast or heat analysis report (see Section 5),
3.1.7 Number of certification or test reports required (see Section 10),
3.1.8 ASTM designation and year of issue, and
3.1.9 Supplementary requirements, if any.
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.03
on Steel Rod and Wire.
Current edition approved Sept.April 1, 2004.2010. Published September 2004.April 2010. Originally approved in 1991. Last previous edition approved in 19982004 as
A905–93(1998).A905 – 04. DOI: 10.1520/A0905-04R10.
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Withdrawn.
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098
Available from Automotive Industry Action Group (AIAG), 26200 Lahser Rd., Suite 200, Southfield, MI 48034.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
A905 – 04 (2010)
4. Material and Manufacture
4.1 The steel shall be produced by any of the following primary processes: (1) basic oxygen, and (2) electric furnace or vacuum
induction (VIM). The primary melting may incorporate separate degassing or refining and may be followed by secondary melting
by the electrode slag process (ESR) or the vacuum arc remelting process (VAR).
4.1.1 The steel may be ingot cast or continuously cast.
4.2 The finished wire shall be free from detrimental pipe and undue segregation.
4.3 The wire shall be cold drawn or cold rolled, or both, to produce the desired mechanical properties and dimensions after
subjecting it to the patenting treatment.
4.4 The width to thickness ratio of the wire cross section shall not exceed 8.
5. Chemical Composition
5.1 The steel shall conform to the requirements for chemical composition prescribed in Table 1.
5.2 HeatAnalysis—Each heat of steel shall be analyzed by the manufacturer to determine the percentage of elements prescribed
in Table 1. This analysis shall be made from a test specimen preferably taken during the pouring of the heat. When requested, this
shall be reported to the purchaser and shall conform to the requirements of Table 1.
5.3 Product Analysis—An analysis may be made by the purchaser from finished wire representing each heat of steel. The
chemical composition thus determined, as to elements required or restricted, shall conform to the product analysis requirements
specified in Table 10 of Specification A510 or A510M.
5.4 For referee purposes, Test Methods E30 shall be used.
6. Mechanical Requirements
6.1 Tension Test.
6.1.1 Requirements—The material as represented by tension test specimens shall conform to the requirements prescribed in
Table 2.
6.1.2 Number of Tests—One test specimen shall be taken from each end of every coil.
6.1.3 TestMethod—ThetensiontestshallbemadeinaccordancewithTestMethodsandDefinitionsA370,exceptthatthelength
L for evaluation of the elongation shall be calculated from the following formula:
L 5 11.3W·T
where
W = width of the wire, and
T = thickness of the wire.
The length L shall be used to calculate the permanent elongation. The distance between the gage marks shall be measured to
thenearest0.004in.(0.1mm).Determinetensilepropertiesandpermanentelongationasde
...