FIELD: measuring equipment.
SUBSTANCE: value of coercive force in the control point is measured at least 8 times in different directions. According to the measurement results a circular diagram of the coercive force values dependence from the orientation angle is plotted, the direction of extreme values of coercive force is determined and the direction of stresses is determined by them. The value of the coercive force is determined by the extreme values of the coercive force at the control point.
EFFECT: increased determination accuracy of the stressed state of the steel structures.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD OF MEASURING MECHANICAL STRESSES IN STEEL STRUCTURES | 2005 |
|
RU2281468C1 |
| METHOD OF DETERMINING MECHANICAL STRESS IN A STEEL PIPE | 2019 |
|
RU2722333C1 |
| METHOD OF DETERMINING TANGENTIAL STRESS IN STEEL PIPELINES | 2012 |
|
RU2514072C1 |
| METHOD FOR DETERMINING MECHANICAL STRESSES IN STEEL STRUCTURES | 2010 |
|
RU2439530C1 |
| METHOD OF DETERMINING MECHANICAL STRESS IN STEEL STRUCTURES | 2009 |
|
RU2389988C1 |
| METHOD TO DETERMINE MECHANICAL STRESSES IN STEEL PIPELINES | 2013 |
|
RU2521714C1 |
| METHOD FOR CONTROLLING MECHANICAL STRESSES IN STEEL STRUCTURES BY THE MAGNETOELASTIC METHOD | 2021 |
|
RU2764001C1 |
| METHOD OF DETERMINING DIELECTRIC PERMEABILITY OF ANISOTROPIC DIELECTRICS | 2019 |
|
RU2721472C1 |
| DEVICE FOR NON-DESTRUCTIVE TESTING OF COMPRESSIVE MECHANICAL STRESSES IN LOW-CARBON STEELS | 2017 |
|
RU2658595C1 |
| METHOD FOR LOCAL MEASUREMENT OF COERCITIVE FORCE OF FERROMAGNETIC OBJECTS | 2011 |
|
RU2483301C1 |
