EXPERIMENTAL RESEARCH ON POISSON'S RATIOS OF 460 MEGAPASCAL HEAT-RESISTING STEEL AT HIGH TEMPERATURE

WANG Lianqing; WANG Hongying; MA Wenjiang

doi:10.13204/j.gyjzG20072607

Volume 51 Issue 3

Jul. 2021

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WANG Lianqing, WANG Hongying, MA Wenjiang. EXPERIMENTAL RESEARCH ON POISSON'S RATIOS OF 460 MEGAPASCAL HEAT-RESISTING STEEL AT HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 176-179. doi: 10.13204/j.gyjzG20072607

Citation:

WANG Lianqing, WANG Hongying, MA Wenjiang. EXPERIMENTAL RESEARCH ON POISSON'S RATIOS OF 460 MEGAPASCAL HEAT-RESISTING STEEL AT HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 176-179. doi: 10.13204/j.gyjzG20072607

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EXPERIMENTAL RESEARCH ON POISSON'S RATIOS OF 460 MEGAPASCAL HEAT-RESISTING STEEL AT HIGH TEMPERATURE

doi: 10.13204/j.gyjzG20072607

1. State Key Laboratory for Advanced Metals & Materials, University of Science and Technology Beijing, Beijing 100083, China;
2. School of Mathematics and Physics, University of Science and Technology Beijing, Beijing 100083, China

Received Date: 2020-10-20
Available Online: 2021-07-17

Abstract

Abstract

In order to measure Poisson's ratios for 460 MPa heat-resisting steel at high temperature, tension and torsion tests for 460 MPa heat-resisting steel at room temperature and high temperatures of 100 to 600℃ were completed on the MTS809 material testing machine. The elastic modulus and shear modulus of the material at different temperatures were measured with using high temperature tension-torsion extensometers. According to the relations between Poisson's ratio and the elastic formation modulus Poisson's ratios of steel at high temperatures were calculated. Poisson's ratios of 460 MPa heat-resisting steel at room temperature were 0.322 measured with radial and axial extensometers, while Poisson's ratios at room temperature were 0.335 measured and calculated in tension and torsion tests,and the error was 4%, which verificed the feasibility of Poisson's ratios measured in tension and torsion tests at high temperature.
- 460 MPa heat-resisting steel,
- tension and torsion at high temperature,
- shear modulus,
- Poisson's ratio

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References(10)

References

徐龙道.物理学词典[M]. 北京:科学出版社,2004.

赵澎涛,于慧臣,何玉怀. 单晶高温合金弹性模量和泊松比测试方法的现状分析[J]. 航空材料学报,2019,39(3):25-34.

张忠君, 何凤江, 马洪顺. 钛合金杨氏模量与泊松比测试分析[J]. 试验技术与试验机,2007(4):32-33.

黄兴建,付小敏,沈忠,等. 三轴循环荷载下岩石动态特性参数研究[J].中国测试,2016,42(7):117-122.

王韵璐,王正,李敏敏,等. MDF弹性模量、泊松比和剪切模量静态测试方法探讨[J].北京林业大学学报,2017, 39(10):117-121.

陈新忠,曹远威,刘世伟,等. 基于数字图像的非接触式泊松比测试方法[J].煤炭学报,2014,39(2):366-371.

董爱民,丁相玉,张宸宇. 云纹法测定高温合金材料弹性模量及泊松比研究[J]. 南昌航空大学学报,2018, 32(4):81-85.

李禾,严超华,李仁增,等. 云纹干涉法测定高温材料弹性模量及泊松比[J]. 机械强度, 2004, 26(3):302-306.

张晓峻,孙晶华,侯金弟,等. 测量固体材料泊松比和杨氏模量的新方法[J]. 实验技术与管理,2019, 36(4):75-78.

中国国家标准化管理委员会. 金属材料弹性模量和泊松比试验方法:GB/T 22315-2008[S].北京:中国标准出版社,2008.

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