API SC6 Winter Meeting New Business: API Spec 6A Tensile Test Specimen Requirements Tim Haeberle 8 February 2011.

Slides:



Advertisements
Similar presentations
Elongation Requirements for Stainless Steel Rebar
Advertisements

FASTENER TIPS: TESTING, TEST REPORTS, SUPPLIER OVERSIGHT
MECHANICAL PROPERTIES OF MATERIALS
Imagination at work API SC6 Resource Group On Materials Plenary Meeting Report Tim Haeberle June 19, 2014.
Transition from Q1- 8th to Q1- 9th edition
API Specification 6A Furnace Calibration Requirements
SC6 Ballot 1974: Adopt-back of ISO 10423:2009 as API 6A 20 th ed. Task Group Report on Resolution of Ballot Comments Eric Wehner 30 June 2010.
API6A718 Work Group Update February 6, API6A718 Work Group Meeting January 30, 2014.
Comparison between American and European Pressure Vessel Rules
Manufacturing Technology
BALLOT COMMENTS ON TM0177 Para Gas mixtures shall be pre-mixed and certified (with the composition determined by analysis) to +/-5% of the target.
MECHANICAL PROPERTIES OF MATERIALS
> delete the picture and insert your chosen picture using the “insert/image/from file…” menu. Once the image is inserted, resize and “Send to back” using.
API 6AV1 and API 6A Comparison
PH-DT Engineering Office, CERN
Lecture # 2 Allowable Stress Objective:
Standard Practice for Reporting Data for Test Specimens Prepared by Additive Manufacturing This work is part of a larger project funded by the Advanced.
1 API Subcommittee 6 Plenary Meeting Resource Group on Materials Tim Haeberle Chairman – API SC6 Resource Group for Materials 6 February 2014.
MECHANICAL PROPERTIES OF MATERIALS
Presentation for SC17 Tuesday January 15, 2013
COLUMNS. COLUMNS Introduction According to ACI Code 2.1, a structural element with a ratio of height-to least lateral dimension exceeding three used.
1 API SC6 Winter Meeting Update on CSOEM MARG Activities Tim Haeberle Chief Consulting Engineer – Materials and Processes GE Oil & Gas 4 February 2015.
CSOEM MARG SUMMARY 24 June Meeting Tim Haeberle Chief Consulting Engineer – Materials and Processes GE Oil & Gas 24 June 2015.
New Item API Specification 6A Furnace Calibration Requirements Tim Haeberle 30 June 2011.
Tim Haeberle API SC Winter Meeting
CSOEM Materials Advisory Group Summer Meeting: Status Update - UNS S66286 Elevated Temperature Tensile Testing Tim Haeberle Chief Consulting Engineer –
API Standard 6X: Design Calculations for Pressure-Containing Equipment
New Higher Strength Coiled Tubing Developed to Extend Coiled Tubing Operating Envelopes W. D. (Don) Van Arnam.
1 API SC6 Winter Meeting Other Materials Issues Tim Haeberle Chief Consulting Engineer – Materials and Processes GE Oil & Gas 4 February 2015.
SC6 Resource Group on Trees and Wellhead SC6 Winter Meeting 2012 Eric Wehner 22 February 2012.
Update on the API Work Group Activities on Pipe Markings.
Safety and quality issues – studs and nuts Presentation API 6A Winter meeting Feb
API Spec 6A Tensile Test Spec Reference Requirements Tim Haeberle API SC Summer Meeting.
1 PED: equivalent overall level of safety PED Annex 1, clause 7: The following provision apply as a general rule. However, where they are not applied,
NSTX CSU Testing Flex Strap Conductor Initial Material Fatigue Testing.
API SC6 Winter Meeting New Business: API Standard 6A718 – Inclusion of Additional Alloy 718 Strength Classes - Inclusion of Additional Alloys Tim Haeberle.
SSC-FPB Test Requirements M. Arafin, Ph.D. Project Leader, Sour Grade Research & Development.
Use of API 6A vs ISO in marking 6A equipment
Mechanical Properties of Materials
Fernando Lidonnici Convenor of WG’C’/CEN TC54 Sant’Ambrogio Servizi Industriali SRL - Milano The advantages of the new calculation methods provided in.
SC17 Materials Initiatives 2015 Summer Meeting Update.
Sub Committee 6 Ballot resolution Summary June 2012 Mike Briggs.
Tim Haeberle API SC Winter Meeting
API Spec 6A: ASME Section V And Section IX Reference Editions Tim Haeberle API SC Summer Meeting.
Ballot for WI 2361: The revision of the Total Elongation under load for the measurement of Grade C110 yield strength requires changing 0.6 to 0.7 in Tables.
A = 122 mm2 Establish that Schmid’s law is obeyed.
Date of download: 6/2/2016 Copyright © ASME. All rights reserved. From: Technical Basis of Material Toughness Requirements in the ASME Boiler and Pressure.
New updates on Saudi standards of steel bars and steel sheet Eng. Sultan AlSoghaier SASO.
Imagination at work. Presented by Tim Haeberle Chief Consulting Engineer – Materials and Processes GE Oil & Gas 20 January 2016 API SC21 Austin, TX Status.
Chapter 4. Mechanical Testing: Tension Test and Other Basic Tests
New Business – Proposal For Approval of SR3 For Addendum to API 6ACRA
Material Testing under Tension
Carry Over From API SC6 Winter Meeting API Spec 6A Tensile Test Requirements Tim Haeberle 30 June 2011.
Carry Over From API SC6 Winter Meeting API Standard 6A718 Inclusion of Additional Alloy 718 Strength Classes Tim Haeberle 30 June 2011.
Tim Haeberle API SC Winter Meeting
Thin Walled Pressure Vessels
Informal Working Group Tyre GTR
API Spec 6A Tensile Test Yield Offset Requirements
Improvement of Wind tunnel Measurement Process Status report
Poisons Ratio Poisons ratio = . w0 w Usually poisons ratio ranges from
API STANDARD 1104 Welding of Pipelines and Related Facilities
Tutorial in Mechanical Properties
Use of API 6A vs ISO in marking 6A equipment
Main changes in 2018 revision of ISO/IEC Directives, Part 2
2nd Edition: 2019 Winter Standards Meeting
Informal Working Group Tyre GTR
Mechanical Properties Of Metals - I
API Specification 6A Keel Block Requirements New Item
Tutorial.
API Specification 6A Keel Block Requirements
Presentation transcript:

API SC6 Winter Meeting New Business: API Spec 6A Tensile Test Specimen Requirements Tim Haeberle 8 February 2011

2 GE Confidential and Proprietary Information GE  2010 All Rights Reserved Contents 1. Correction Of Metric Equivalent For Tensile Test Specimens - ISO Version 2. Clarification Of Spec Reference For Tensile Test Specimens 3. Clarification Of Tensile Test Acceptance Criteria For Mandrel Tubing Hangers And Casing Hangers

3 GE Confidential and Proprietary Information GE  2010 All Rights Reserved Metric Equivalent For Tensile Test Specimens

4 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Problem CURENT WORDING – ISO Version: (for TC’s for PSL 1) “Standard-sized, 12,7 mm (0,500 in) diameter tensile specimens shall be used to qualify carbon, low-alloy and stainless steels, unless the physical configuration of the TC prevents their use. In this case, the standard sub- size specimens referenced in ASTM A370 may be used. Either standard 12,7 mm (0,500 in) or standard sub-size specimens (see ASTM A370) may be used to qualify CRA materials.” (for QTC’s for PSL 2-4) “Standard-sized, 12,7 mm (0,500 in) diameter tensile specimens shall be used, unless the physical configuration of the QTC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used.” PROBLEM: ASTM A370 specifies the metric equivalent for the 0,500 in specimen as 12,5 mm, not 12,7 mm.

5 GE Confidential and Proprietary Information GE  2010 All Rights Reserved ASTM A370 Figure 4

6 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Solution PROPOSED EDITORIAL CORRECTIONS – ISO Version: “Standard-sized, 12,5 mm (0,500 in) diameter tensile specimens shall be used to qualify carbon, low-alloy and stainless steels, unless the physical configuration of the TC prevents their use. In this case, the standard sub- size specimens referenced in ASTM A370 may be used. Either standard 12,5 mm (0,500 in) or standard sub-size specimens (see ASTM A370) may be used to qualify CRA materials.” “Standard-sized, 12,5 mm (0,500 in) diameter tensile specimens shall be used, unless the physical configuration of the QTC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used.” JUSTIFICATION: The metric equivalent dimension needs to be corrected to match what is specified in ASTM A370, the referenced standard. The API Version has been corrected in Annex O.

7 GE Confidential and Proprietary Information GE  2010 All Rights Reserved Spec Reference For Tensile Test Specimens

8 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Problem CURRENT WORDING PSL 2 to 4 tensile testing (for mandrel tubing hangers and casing hangers) “b) test method: Perform tensile tests at room temperature in accordance with the procedures specified in ISO or ASTM A370. Perform a minimum of one tensile test. The results of the tensile test(s) shall satisfy the manufacturer’s specified requirements.” PSL 2 to 4 tensile testing (for bodies, bonnets, and end and outlet connections) “b) test method: Perform tensile tests at room temperature in accordance with the procedures specified in ISO or ASTM A370. Perform a minimum of one tensile test. The results of the tensile test(s) shall satisfy the applicable requirements of Table 6.”

9 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Problem CURRENT WORDING Section (for TC’s for PSL 1) Paragraph 5 - “Standard-sized, 12,7 mm (0,500 in) diameter tensile specimens shall be used to qualify carbon, low-alloy and stainless steels, unless the physical configuration of the TC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used. Either standard 12,7 mm (0,500 in) or standard sub-size specimens (see ASTM A370) may be used to qualify CRA materials.” Section (for QTC’s for PSL 2-4) Paragraph 6 - “Standard-sized, 12,7 mm (0,500 in) diameter tensile specimens shall be used, unless the physical configuration of the QTC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used.” PROBLEM: These paragraphs do not state that the “standard” specimens are ASTM standard-sized specimens, although they do state that when sub-size specimens are used, they shall be the ASTM A370 standard sub-size specimens. This leaves open the use of ISO standard specimens.

10 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Solution PROPOSED REVISIONS: Section Paragraph 5 - “ASTM A370 standard-sized, 12,5 mm (0,500 in) diameter tensile specimens shall be used to qualify carbon, low-alloy and stainless steels, unless the physical configuration of the TC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used. Either standard 12,5 mm (0,500 in) or standard sub-size specimens (see ASTM A370) may be used to qualify CRA materials.” Section Paragraph 6 - “ASTM A370 standard-sized, 12,5 mm (0,500 in) diameter tensile specimens shall be used, unless the physical configuration of the QTC prevents their use. In this case, the standard sub-size specimens referenced in ASTM A370 may be used.”

11 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Solution JUSTIFICATION: “ASTM A370” needs to be added to clarify that the only specimen sizes currently permitted are the ASTM A370 specimen sizes. ISO includes different size specimens that have a higher gage length to diameter ratio. The longer relative gage length in the ISO specimens can result in failure to meet the API 6A specified elongation acceptance criteria. The use of ASTM A370 specimen sizes meets ISO , since ISO , section 6.1.1, paragraphs 7 and 8 state: “The dimensional tolerances of the test pieces shall be in accordance with the Annexes B to E (see 6.2).” Other test pieces such as those specified in relevant product standards or national standards may be used by agreement with the customer, e.g. ISO 3183 [1] (API 5L), ISO [2] (API 5CT), ASTM A370 [6], ASTM E8M [7], DIN [10], IACS W2 [13], and JIS Z2201 [14] ”. ASTM A370 specimen sizes are routinely used in the US and Europe.

12 GE Confidential and Proprietary Information GE  2010 All Rights Reserved ISO Circular Test Specimens

13 GE Confidential and Proprietary Information GE  2010 All Rights Reserved Tensile Test Acceptance Criteria For Mandrel Tubing Hangers And Casing Hangers

14 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Problem CURRENT WORDING PSL 2 to 4 tensile testing (for mandrel tubing hangers and casing hangers) “b) test method: Perform tensile tests at room temperature in accordance with the procedures specified in ISO or ASTM A370. Perform a minimum of one tensile test. The results of the tensile test(s) shall satisfy the manufacturer’s specified requirements.” PSL 2 to 4 tensile testing (for bodies, bonnets, and end and outlet connections) “b) test method: Perform tensile tests at room temperature in accordance with the procedures specified in ISO or ASTM A370. Perform a minimum of one tensile test. The results of the tensile test(s) shall satisfy the applicable requirements of Table 6.” API 6A Table 6, column 2 (for bodies, bonnets, and end and outlet connections) “0,2% offset yield strength”.

15 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Problem PROBLEM: The yield strength acceptance criteria for bodies, bonnets, and end and outlet connections is limited to the 0,2% offset method yield strength values in Table 6. This is good! However, for mandrel hangers it is up to the manufacturer to specify not only the yield strength in MPa (psi), but also the method of determining the yield strength. Unfortunately, if the manufacturer does not specify the method of determining the yield strength, methods other than the 0,2% offset method may be used, and these may give higher or lower values than would be obtained if the 0,2% offset method were used.

16 GE Confidential and Proprietary Information GE  2010 All Rights Reserved The Solution PROPOSED REVISION: PSL 2 to 4 tensile testing (for mandrel tubing hangers and casing hangers) “b) test method: Perform tensile tests at room temperature in accordance with the procedures specified in ISO or ASTM A370. Perform a minimum of one tensile test. The results of the tensile test(s) shall satisfy the manufacturer’s specified requirements. The 0,2% offset method shall be used for determination of the yield strength”. JUSTIFICATION: A standardized method of determining the yield strength needs to be used for mandrel casing and tubing hangers.