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Author:

Wang, Yuanqing (Wang, Yuanqing.) | Chang, Ting (Chang, Ting.) | Shi, Yongjiu (Shi, Yongjiu.) | Yuan, Huanxin (Yuan, Huanxin.) | Liao, Dongfan (Liao, Dongfan.) | Yang, Lu (Yang, Lu.) (Scholars:杨璐)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The stress-strain relation of Chinese-made austenitic stainless steel S31608 (06Cr17Ni12Mo2, which is equivalent to AISI 316 and EN 1.440 1) and the influences of welding and rolling directions were studying using several types of specimens in tensile test experiments. The specimens were cut from the base material and from cross sections of welded members with different rolling directions and thicknesses. The Ramberg-Osgood equations as modified by Gardner and Nethercot were used to calculate the parameters for the constitutive relation. Data for different types of specimens were compared to show the influences of the welding and rolling directions. The results show that the stress-stain relation for this stainless steel is not linear and that the R-O equations modified by Gardner and Nethercot provide excellent agreement with the test data. The modulus of elasticity and the proof strength in the longitudinal direction are less than that in the transverse direction. After welding, the moduluss of the elasticity increases while the proof strength decreases. The influences of the welding and rolling directions on the constitutive relation should be taken into consideration in engineering applications.

Keyword:

Chromium alloys Steel testing Stainless steel Tensile testing Austenitic stainless steel Stress-strain curves Welding

Author Community:

  • [ 1 ] [Wang, Yuanqing]Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education of China, Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 2 ] [Chang, Ting]Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education of China, Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 3 ] [Shi, Yongjiu]Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education of China, Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 4 ] [Yuan, Huanxin]Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education of China, Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 5 ] [Liao, Dongfan]Measure Stick-Curtain Wall Structural Fittings Co., Ltd., Shenzhen 518000, China
  • [ 6 ] [Yang, Lu]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Tsinghua University

ISSN: 1000-0054

Year: 2013

Issue: 9

Volume: 53

Page: 1231-1234,1240

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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