FIELD: physics.
SUBSTANCE: model is made from material similar to material of the structure. The model is loaded step-by-step in the elastic region. Its microhardness is repeatedly measured on each loading step. Variance of the microhardness measurement results is calculated. A curve of microhardness variance versus stress in the model is plotted. Microhardness of the structure is repeatedly measured. Variance of values of microhardness of the structure is calculated and stress in the structure is determined using the said curve.
EFFECT: increased accuracy of determining mechanical stress in the elastic region of loading the structure.
1 ex
Title | Year | Author | Number |
---|---|---|---|
METHOD TO DETERMINE MECHANICAL STRESSES IN STEEL PIPELINES | 2013 |
|
RU2521714C1 |
METHOD OF DETECTION OF PLASTIC PROPERTIES OF METALL | 2007 |
|
RU2343338C1 |
METHOD OF DETERMINING TANGENTIAL STRESS IN STEEL PIPELINES | 2012 |
|
RU2514072C1 |
METHOD OF DETERMINING MECHANICAL STRESS IN A STEEL PIPE | 2019 |
|
RU2722333C1 |
METHOD FOR DETERMINING MECHANICAL STRESSES IN STEEL STRUCTURES | 2010 |
|
RU2439530C1 |
METHOD OF MEASURING MECHANICAL STRESSES IN STEEL STRUCTURES | 2005 |
|
RU2281468C1 |
METHOD OF DETERMINING DEFORMATIONS, STRESSES, FORCES AND OPERATING LOADS IN ELEMENTS OF OPERATED METAL STRUCTURES | 2019 |
|
RU2716173C1 |
METHOD OF MATERIAL YIELD POINT EVALUATION | 2007 |
|
RU2339017C1 |
METHOD OF PREVENTING PIPELINE WALLS AGAINST CRACKING | 2005 |
|
RU2295088C1 |
METHOD OF INCREASING ABOVE-GROUND PIPELINE SERVICE LIFE | 2007 |
|
RU2350832C2 |
Authors
Dates
2010-05-20—Published
2009-04-22—Filed