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Rp0.2代替Rt0.5进行管线钢屈服强度测量的可行性研究
引用本文:吴金辉,杨超,荆松龙,朱玉莲,王树人,王高峰,李富强. Rp0.2代替Rt0.5进行管线钢屈服强度测量的可行性研究[J]. 焊管, 2012, 35(9): 25-28,33
作者姓名:吴金辉  杨超  荆松龙  朱玉莲  王树人  王高峰  李富强
作者单位:1. 中国石油集团石油管工程技术研究院,西安710065;北京隆盛泰科石油管科技有限公司,北京100101
2. 中国石油化工股份有限公司天然气分公司物资装备部,北京,100120
3. 中国石油物资上海公司,上海,201103
4. 鞍钢股份有限公司质量检验中心,辽宁鞍山,114021
5. 宝鸡钢管辽阳钢管厂,辽宁辽阳,111000
摘    要:API SPEC 5L《管线钢管规范》和ISO/DIS 3183《石油天然气工业管线输送系统用钢管》明确提出了在钢级不高于X90时,使用Rt0.5作为材料的屈服强度;而当钢级高于X90时,Rp0.2则更适用于材料的屈服强度。但在管线钢及管线钢管实际的生产检验过程中,对于X65,X70和X80钢级的厚壁管线钢材料,由于受外在因素的影响,其测试结果有很大离散性,甚至已经严重影响到对结果的判定。探讨了采用Rp0.2代替Rt0.5进行管线钢屈服强度测量的可行性,为有效消除外在因素对屈服强度试验结果的影响提供理论依据。

关 键 词:管线钢  Rp0.2  Rt0.5  弹性模量

Study on the Feasibility of Using Rp0.2 Instead of Rt0.5 to Measure the Yield Strength of Pipeline Steel
WU Jinhui , YANG Chao , JING Songlong , ZHU Yulian , WANG Shuren , WANG Gaofeng , LI Fuqiang. Study on the Feasibility of Using Rp0.2 Instead of Rt0.5 to Measure the Yield Strength of Pipeline Steel[J]. Welded Pipe and Tube, 2012, 35(9): 25-28,33
Authors:WU Jinhui    YANG Chao    JING Songlong    ZHU Yulian    WANG Shuren    WANG Gaofeng    LI Fuqiang
Affiliation:1.CNPC Tubular Goods Research Institute, Xi'an 710065, China; 2. Beijing Longshine Oil Tubular Technology Co., Ltd., Beo'ing 100101, China; 3. SINOPEC Gas Company Procurement Management Dept., Beiing 100120, China; 4.CNPC Materials Company Shanghai Branch, Shanghai 201103, China; 5.Angang Steel Company Limited Quality Inspection Center, Anshan 114021, Liaoning, China; 6. Baoji Petroleum Steel Pipe Co., Ltd. Liaoyang Pipe Mill, Liaoyang 111000, Liaoning, China)
Abstract:In API SPEC 5L Specification for Line Pipe and ISO/DIS3183 Petroleum and Natural Gas Industries--Steel Pipe for Pipeline Transportation Systems, it put forwardR_t0.5 can be used as yield strength while pipeline steel grades ≤X90, and for grades〉X90, R_P0.2 can be applied. However, the yield strength test results of X65, X70 and X80 grades pipeline steel with heavy thickness are seriously scattered due to the external factors; even it greatly affects judging result. In this paper, the feasibility of using R_P0.2instead ofR_t0.5 to measure the yield strength of pipeline steel was studied, which provides a theoretical basis for eliminating the influence of external factors on the yield strength test results.
Keywords:pipeline steel  R_P0.2  R_t0.5  elastic modulus
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