CLC number: TH142.1; TH140.7
On-line Access: 2018-07-04
Received: 2017-04-10
Revision Accepted: 2017-11-24
Crosschecked: 2018-06-06
Cited: 0
Clicked: 4300
Xiang-yu Shu, Ying-zhe Wu, Jin-yang Zheng, Bi-nan Shou. Experimental study on the minimum design metal temperature of Q345R steel[J]. Journal of Zhejiang University Science A, 2018, 19(7): 491-504.
@article{title="Experimental study on the minimum design metal temperature of Q345R steel",
author="Xiang-yu Shu, Ying-zhe Wu, Jin-yang Zheng, Bi-nan Shou",
journal="Journal of Zhejiang University Science A",
volume="19",
number="7",
pages="491-504",
year="2018",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1700188"
}
%0 Journal Article
%T Experimental study on the minimum design metal temperature of Q345R steel
%A Xiang-yu Shu
%A Ying-zhe Wu
%A Jin-yang Zheng
%A Bi-nan Shou
%J Journal of Zhejiang University SCIENCE A
%V 19
%N 7
%P 491-504
%@ 1673-565X
%D 2018
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1700188
TY - JOUR
T1 - Experimental study on the minimum design metal temperature of Q345R steel
A1 - Xiang-yu Shu
A1 - Ying-zhe Wu
A1 - Jin-yang Zheng
A1 - Bi-nan Shou
J0 - Journal of Zhejiang University Science A
VL - 19
IS - 7
SP - 491
EP - 504
%@ 1673-565X
Y1 - 2018
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1700188
Abstract: As the material most widely used in manufacturing pressure vessels in China, q345R steel has been permitted in ASME Code Case 2642 to be used for fabricating pressure vessels since 2010. It is listed in the material group corresponding to the exemption curve A for Charpy V-notched (CVN) impact test requirements. However, recent studies indicate that the mechanical property of Q345R has been underestimated and the curve A classification is over-conservative. In this paper, the K1d–T relationship for two batches of Q345R produced in 2009 and 2014 is empirically obtained by curve–fitting and regression analysis from a large amount of CVN data based on K1c–CVN correlations and the temperature-shift method. Based on the theory of derivation for the ASME exemption curves, the specific exemption curves for the two batches are generated by combining the K1d–T relationship and the K1(min)–t relationship developed from the failure assessment diagram (FAD). Such exemption curve is not in parallel to the ASME curves, and lies over curve C and between curves B and D, but better reflects the actual toughness and expands the impact test exemption area, especially for small components with a thickness less than 20 mm. Furthermore, the method presented in this paper (the Materials Properties Council (MPC) method) is compared with the master curve (MC) method, concluding that the two methods are reliable for determining the exemption curve, and the MC method expands a further area for the impact test exemption and results in a lower minimum design metal temperature (MDMT) than the MPC method.
[1]ASME (American Society of Mechanical Engineers), 2007. Fitness-for-Service, 2nd Edition, API 579-1/ASME FFS-1:2007. The American Petroleum Institute, Washington DC, USA.
[2]ASME (American Society of Mechanical Engineers), 2010. Boiler and Pressure Vessel Code Case, B&PV Code Case 2642:2010. ASTM International, New York, USA.
[3]ASME (American Society of Mechanical Engineers), 2015a. Boiler and Pressure Vessel Code Section VIII Division 1: Rules for Construction of Pressure Vessels, BPVC VIII-1:2015. ASTM International, New York, USA.
[4]ASME (American Society of Mechanical Engineers), 2015b. ASME Boiler and Pressure Vessel Code Section VIII Division 2: Alternative Rules Rules for Construction of Pressure Vessels, BPVC VIII-2:2015. ASTM International, New York, USA.
[5]ASTM (American Society for Testing and Materials), 2012. Standard Test Method for Linear-Elastic Plane-Strain Fracture Toughness KIc of Metallic Materials, E399-12e3:2012. ASTM International, West Conshohocken, USA.
[6]ASTM (American Society for Testing and Materials), 2016. Standard Test Method for Determination of Reference Temperature, To, for Ferritic Steels in the Transition Range, E1921:2016. ASTM International, West Conshohocken, USA.
[7]Barsom JM, 1975. Development of the AASHTO fracture-toughness requirements for bridge steels. Engineering Fracture Mechanics, 7(3):605-618.
[8]Barsom JM, Rolfe ST, 1970. Correlations between KIc and Charpy V-notch test results in the transition-temperature range. In: Driscoll DE (Ed.), ASTM STP 466 Impact Testing of Metals. ASTM International, West Conshohocken, USA, p.281-302.
[9]BSI (British Standard Institution), 2005. Guide to Methods for Assessing the Acceptability of Flaws in Metallic Structures, BS 7910:2005. British Standard Institution, London, UK.
[10]Cao Y, Hui H, Xuan F, 2008. Study on fracture toughness of 16MnR steel in the transition-temperature region using the master curve method. Pressure Vessel Technology, 25(12):10-21 (in Chinese).
[11]Cui Q, Hui H, Li P, 2015. Applicability of the ASME exemption curve for Chinese pressure vessel steel Q345R. Journal of Pressure Vessel Technology, 137(6):061602.
[12]Gui L, Shou B, Xiu T, 2016. Estimation of Q345R fracture toughness based on master curve. Pressure Vessel Technology, 33(2):10-16 (in Chinese).
[13]Marandet B, Sanz G, 1977. Evaluation of the toughness of thick medium-strength steels by using linear elastic fracture mechanics and correlations between Klc and Charpy V-Notch. ASTM Special Technical Publication, 631:72-95.
[14]Prager M, Osage DA, Staats J, 2010. Development of Material Fracture Toughness Rules for the ASME B&PV Code, Section VIII, Division 2, Welding Research Council Bulletin 528. The Welding Research Council, New York, USA.
[15]PVRC (Pressure Vessel Research Committee), 1972. PVRC Recommendations on Toughness Requirements for Ferritic Materials, Welding Research Council Bulletin 175. The Welding Research Council, New York, USA.
[16]Roberts R, Newton C, 1981. Interpretive Report on Small-scale Test Correlations with KIc Data, Welding Research Council Bulletin 265. The Welding Research Council, New York, USA.
[17]Rolfe ST, Novak SR, 1970. Slow-bend KIc testing of medium-strength high-toughness steels. In: Brown W (Ed.), ASTM STP 463 Review of Development in Plane Strain Fracture Toughness Testing. ASTM International, West Conshohocken, USA, p.124-159.
[18]SAC (Standardization Administration of the People’s Republic of China), 1998. Steel and Steel Product: Location and Preparation of Test Pieces for Mechanical Testing, GB/T 2975:1998. SAC, Beijing, China (in Chinese).
[19]SAC (Standardization Administration of the People’s Republic of China), 2014. Steel Plates for Boilers and Pressure Vessels, GB/T 713:2014. SAC, Beijing, China (in Chinese).
[20]Sailors RH, Corten HT, 1971. Relationship between material fracture toughness using fracture mechanics and transition temperature tests. In: Corten H (Ed.), ASTM STP 514 Fracture Toughness: Part II. ASTM International, West Conshohocken, USA, p.164-191.
[21]Shu X, Zheng J, Shou B, 2013. Experimental investigation on minimum design metal temperature of Q345R steel. In: Pressure Vessels and Piping Division. American Society of Mechanical Engineers, Paris, France.
[22]Taylor N, Minnebo P, Siegele D, et al., 2006. Use of master curve technology for assessing shallow flaws in a reactor pressure vessel material. In: Pressure Vessels and Piping Division. American Society of Mechanical Engineers, Vancouver, Canada.
[23]Thorby PN, Ferguson WG, 1976. Fracture toughness of HY60. Materials Science and Engineering, 22(2):177-184.
[24]Wallin K, 1984. The scatter in KIc-results. Engineering Fracture Mechanics, 19(6):1085-1093.
[25]Wallin K, 2007. Use of the master curve methodology for real three dimensional cracks. Nuclear Engineering and Design, 237(12-13):1388-1394.
[26]Wallin K, 2010. Structural integrity assessment aspects of the master curve methodology. Engineering Fracture Mechanics, 77(2):285-292.
[27]Wallin K, Laukkanen A, 2008. New developments of the Wallin, Saario, Torronen cleavage fracture model. Engineering Fracture Mechanics, 75(11):3367-3377.
[28]Wallin K, Rintamaa R, Nagel G, 2001. Conservatism of ASME KIR-reference curve with respect to crack arrest. Nuclear Engineering and Design, 206(2-3):185-199.
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