CN104568232A - Method for detecting longitudinal residual stress of bar - Google Patents

Method for detecting longitudinal residual stress of bar Download PDF

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Publication number
CN104568232A
CN104568232A CN201410827070.4A CN201410827070A CN104568232A CN 104568232 A CN104568232 A CN 104568232A CN 201410827070 A CN201410827070 A CN 201410827070A CN 104568232 A CN104568232 A CN 104568232A
Authority
CN
China
Prior art keywords
bar
residual stress
foil gauge
detection piece
value
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201410827070.4A
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Chinese (zh)
Inventor
李国�
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Baotou Iron and Steel Group Co Ltd
Inner Mongolia Baotou Steel Union Co Ltd
Original Assignee
Baotou Iron and Steel Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Baotou Iron and Steel Group Co Ltd filed Critical Baotou Iron and Steel Group Co Ltd
Priority to CN201410827070.4A priority Critical patent/CN104568232A/en
Publication of CN104568232A publication Critical patent/CN104568232A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a method for detecting longitudinal residual stress of a bar. The method is characterized by comprising steps as follows: a 500 mm long bar section is cut from one end of a to-be-detected bar and taken as a detecting part, a first strain gauge is attached to the position, 250 mm away from the end part, of the detecting part, a second strain gauge is attached to the position where an angle of 180 degrees is formed by the second strain gauge and the first strain gauge in the circumferential direction, accordingly, two strain gauges are attached, the length directions of the two strain gauges are consistent with the length direction of the detecting part, an initial value is measured, and zero clearing is performed; 15 mm long distances are measured from the center of the bar body of the detecting part to two sides, a 30 mm long sample is cut down in the circumferential direction, the final value of longitudinal residual stress is measured, and the average value of residual stress of two testing points is calculated and taken as a residual stress value of the detecting part. The method has the advantages of simplicity and capability of rapidly and accurately detecting longitudinal residual stress of the bar.

Description

A kind of bar longitudinal residual stress detection method
Technical field
The present invention relates to a kind of bar longitudinal residual stress detection method, belong to detection technique field.
Background technology
Bar is one of major product of Baogang, and be the necessity of the engineerings such as building, bridge, the unrelieved stress existed in cold-drawn bar is very high, very easily ruptures, and affects the quality of product, has direct relation with people's productive life.
Because bar residual stress test does not have standard, do not detect the report of bar with strain gauge method, the selection of patch location seems particularly important, and how to detect is the problem studied at present.
Summary of the invention
The object of the invention is, in order to fast, accurately bar longitudinal residual stress can be detected, to provide a kind of bar longitudinal residual stress detection method.
Technical scheme of the present invention is as follows:
The bar section of long 500mm is intercepted as detection piece from bar one end to be detected, a slice first foil gauge is pasted in the distance 250mm position, end of detection piece, circumferentially become with the first foil gauge on the position of 180 degree again and paste a slice second foil gauge, amount to and paste two panels foil gauge, the length direction of two panels foil gauge is all consistent with detection piece length direction, measure initial value, reset; In the centre of detection piece rod body, respectively measure 15mm to both sides, along the circumferential direction cut the sample that length is 30mm, measure longitudinal residual stress final value, calculate the residual-stress value of unrelieved stress mean value as detection piece of two test points.
Advantage of the present invention is: method is simple, can detect the longitudinal residual stress of bar fast and accurately.
Accompanying drawing explanation
Fig. 1 is patch location of the present invention and cutting position schematic diagram.
Embodiment
With reference to accompanying drawing, the bar section of long 500mm is intercepted as detection piece 1 from bar one end to be detected, a slice first foil gauge 2 is pasted in the distance 250mm position, end of detection piece, circumferentially become with the first foil gauge on the position of 180 degree again and paste a slice second foil gauge 3, amount to and paste two panels foil gauge, the length direction of two panels foil gauge is all consistent with detection piece length direction, measures initial value, resets; In the centre of detection piece rod body, respectively measure 15mm to both sides, along the circumferential direction cut the sample that length is 30mm, measure longitudinal residual stress final value, calculate the residual-stress value of unrelieved stress mean value as detection piece of two test points.
The detection of bar meridional stress, is very helpful to the use of bar, such as when bar do bolt use time, its tension can not be too large, otherwise affect workpiece serviceable life.

Claims (1)

1. a bar longitudinal residual stress detection method, it is characterized in that: intercept the bar section of long 500mm from bar one end to be detected as detection piece, a slice first foil gauge is pasted in the distance 250mm position, end of detection piece, circumferentially become with the first foil gauge on the position of 180 degree again and paste a slice second foil gauge, amount to and paste two panels foil gauge, the length direction of two panels foil gauge is all consistent with detection piece length direction, measures initial value, resets; In the centre of detection piece rod body, respectively measure 15mm to both sides, along the circumferential direction cut the sample that length is 30mm, measure longitudinal residual stress final value, calculate the residual-stress value of unrelieved stress mean value as detection piece of two test points.
CN201410827070.4A 2014-12-26 2014-12-26 Method for detecting longitudinal residual stress of bar Pending CN104568232A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410827070.4A CN104568232A (en) 2014-12-26 2014-12-26 Method for detecting longitudinal residual stress of bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410827070.4A CN104568232A (en) 2014-12-26 2014-12-26 Method for detecting longitudinal residual stress of bar

Publications (1)

Publication Number Publication Date
CN104568232A true CN104568232A (en) 2015-04-29

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410827070.4A Pending CN104568232A (en) 2014-12-26 2014-12-26 Method for detecting longitudinal residual stress of bar

Country Status (1)

Country Link
CN (1) CN104568232A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105547536A (en) * 2015-12-17 2016-05-04 内蒙古包钢钢联股份有限公司 Detection method for vertical residual stress of channel type rail head
CN105588670A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Method for detecting vertical residual stress of turnout steel rail head
CN105588672A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Strain gage mounting method for detecting vertical residual stress of grooved steel rail head
CN105588671A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Strain gage mounting method for detecting vertical residual stress of turnout steel rail head
CN108240881A (en) * 2018-01-05 2018-07-03 哈尔滨工程大学 A kind of overall longitudinal strength of hull stress monitoring method

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DE3212946A1 (en) * 1982-04-07 1983-11-03 Harald 6233 Kelkheim Matschin Torque-measuring system
CN1913985A (en) * 2004-02-05 2007-02-14 住友金属工业株式会社 Cold-finished seamless steel pipe
CN103278443A (en) * 2013-04-26 2013-09-04 内蒙古包钢钢联股份有限公司 Technology for testing seamless tube residual stress by pasting method
CN103411711A (en) * 2013-07-11 2013-11-27 南京航空航天大学 Measuring device of tubular part inner wall processing stress and measuring method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
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DE3212946A1 (en) * 1982-04-07 1983-11-03 Harald 6233 Kelkheim Matschin Torque-measuring system
CN1913985A (en) * 2004-02-05 2007-02-14 住友金属工业株式会社 Cold-finished seamless steel pipe
CN103278443A (en) * 2013-04-26 2013-09-04 内蒙古包钢钢联股份有限公司 Technology for testing seamless tube residual stress by pasting method
CN103411711A (en) * 2013-07-11 2013-11-27 南京航空航天大学 Measuring device of tubular part inner wall processing stress and measuring method thereof

Non-Patent Citations (5)

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Title
冷拔无缝钢管残余应力测量的杂交实验方法;叶金铎等;《实验力学》;20070228;第22卷(第1期);第75-78页 *
叶金铎等: "冷拔无缝钢管残余应力测量的杂交实验方法", 《实验力学》 *
大型发电机转轴表面残余应力测试方法比较;谭鹏程等;《电机技术》;20131231(第5期);第48-55页 *
王辅等: "应用切断法、切片法测定残余应力", 《四川建筑科学研究》 *
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105547536A (en) * 2015-12-17 2016-05-04 内蒙古包钢钢联股份有限公司 Detection method for vertical residual stress of channel type rail head
CN105588670A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Method for detecting vertical residual stress of turnout steel rail head
CN105588672A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Strain gage mounting method for detecting vertical residual stress of grooved steel rail head
CN105588671A (en) * 2015-12-17 2016-05-18 内蒙古包钢钢联股份有限公司 Strain gage mounting method for detecting vertical residual stress of turnout steel rail head
CN108240881A (en) * 2018-01-05 2018-07-03 哈尔滨工程大学 A kind of overall longitudinal strength of hull stress monitoring method

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Application publication date: 20150429

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