CN104568232A - Method for detecting longitudinal residual stress of bar - Google Patents
Method for detecting longitudinal residual stress of bar Download PDFInfo
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- 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
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- bar
- residual stress
- foil gauge
- detection piece
- value
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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
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.
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CN201410827070.4A CN104568232A (en) | 2014-12-26 | 2014-12-26 | Method for detecting longitudinal residual stress of bar |
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CN201410827070.4A CN104568232A (en) | 2014-12-26 | 2014-12-26 | Method for detecting longitudinal residual stress of bar |
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CN104568232A true CN104568232A (en) | 2015-04-29 |
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CN201410827070.4A Pending CN104568232A (en) | 2014-12-26 | 2014-12-26 | Method for detecting longitudinal residual stress of bar |
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Cited By (5)
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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Patent Citations (4)
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CN1913985A (en) * | 2004-02-05 | 2007-02-14 | 住友金属工业株式会社 | Cold-finished seamless steel pipe |
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Cited By (5)
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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