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335 results about "Stress variation" patented technology

1.8 Variation of Stress Within a Body. As pointed out in Section 1.5, the components of stress generally vary from point to point in a stressed body. These variations are governed by the conditions of equilibrium of statics.

Device for monitoring state of power transmission line tower-line system

The invention discloses a device for monitoring the state of a power transmission line tower-line system, which fully utilizes the advantages of corrosion resistance, wide operation temperature range, anti-electromagnetic interference, passivity, long measuring distance, reliable operation and long service life and the like of optical fiber sensors to configure the optical fiber sensors on a transmission conductor and a tower in a quasi-distributed structure for detecting the temperature, the strain and the acceleration of the transmission conductor and the multipoint stress variation on the tower which are transmitted to an optical modulator demodulator for demodulating and are sent to a computer analyzing and processing system for calculating to obtain the icing quality, the waving amplitude, the breeze vibration amplitude and frequency and the sag of the transmission conductor, and the inclination angle of the tower, thus realizing the simultaneous monitoring on the icing, the waving, the breeze vibration and the sag of the transmission conductor, and the inclination angle state of the tower, and being capable of finishing long-time reliable operation under the on-site severe environment conditions.
Owner:SICHUAN HUIYUAN OPTICAL COMM CO LTD

Method for testing electrochemical corrosion of welded pipe seam in high-stress state and sample of welded pipe seam

The invention relates to a method for testing electrochemical corrosion of a welded pipe seam in a high-stress state, which utilizes an electronic universal testing machine, an electrolytic cell component comprising a working electrode, an auxiliary electrode, a reference electrode, a salt bridge and the like, and an electrochemical workstation. Under a load stress of between 0 and 800 MPa, the stress change caused by stress relaxation is corrected regularly by a constant potential method or a constant current method to test the circumferential tensile stress of the welded pipe seam and the circumferential tensile stress of the working electrode. A tensile sample is wide and thick at both ends and narrow and thin in the middle part and is provided with connection holes at both ends. A groove corrosion depth d1 and an average corrosion depth d2 of the working electrode are tested under different loads, so a groove corrosion susceptibility coefficient alpha, alpha=d1 / d2, of the working electrode in practical application can be obtained. The method has no stress relaxation, and the stress is convenient to regulate during test; the sample is free from generating plastic deformation or detachment under the load of high stress, and can be used for corrosion test under the condition of high stress; and the electrochemical workstation can be made full use for testing.
Owner:BAOSHAN IRON & STEEL CO LTD

Grating anchor rod force-measuring device and method for monitoring anchor rod stress variation

The invention discloses an optical fiber raster anchor rod dynamometry device and an application method thereof, wherein, a manometer is connected with an oil pipe; a horizontal pipe is connected with a hydraulic cylinder; an anchor rod is inserted in the inner hole of the hydraulic cylinder; an vertical pipe is connected with an optical fiber raster sensor; the inside of the shell of the optical fiber raster sensor is connected with a cladding and a fiber core which is connected with a raster; the two ends of the fiber core are connected with an optical fiber raster sensing network analyzer and a computer. In the dynamometry device and the application method, an optical fiber raster demodulator detects the variation of the wavelength and converts the variation of the wavelength into an electrical signal; the optical fiber raster sensing network analyzer calculates the stress and strain of a point to be tested and a distribution state in the whole point to be tested; an optical fiber raster wavelength demodulation analyzing soft reads a testing data; a unitary linear regression model is established for getting the stress and strain value of the point to be tested under the action of external force, the invention has a simple structure, low cost and good anti-interference performance. Multi-parameter sensing measurement has a measurement with high precision and stable performance, which can be largely applied to the field of mine, tunnel or side slope, etc., and the signal can be transmitted far.
Owner:XIAN UNIV OF SCI & TECH

Method for testing residual stress of steel rail

InactiveCN103234666ACorrected depressionForce measurementStress distributionStress variation
The invention relates to a method for testing residual stress of a steel rail. The method is characterized by comprising the following steps of using a steel rail with the length of 1m, taking one point (namely a center position) 500mm away from the end of the steel rail, drawing a line which is arranged at the point in the circumferential direction vertical to the axis of the steel rail, sequentially and alternatively taking 14 points from the center point of the rail bottom to the center of the rail head in the linear direction, attaching each point with a strain sheet, measuring the initial value of the residual stress of each point by a static stress-strain gage, using the line drawn on the steel rail as a center line, cutting steel rail into 20mm thin sheets at each 10mm part of the two ends of the center line in the direction vertical to the axis of the steel rail, and then measuring the final value of the residual stress of each point by the static stress-strain gage. The method has the advantages that by adopting the multi-point testing, the stress distribution conditions of the rail bottom, the rail waist, the rail head and other parts are acknowledged, the stress change of each point is analyzed, then the pressing amount of a rolling machine is corrected, and the distribution of the residual stress is adjusted, so the steel rail is qualified.
Owner:INNER MONGOLIA BAOTOU STEEL UNION

Novel vibration aging method

InactiveCN101225466ASolve the problem that manual adjustment affects real-time performanceMeet the requirements of dynamic stressMechanical vibrations separationAge methodStress variation
The invention discloses a vibration aging method, comprising a computer, a magnetostrictive vibration exciter, an acceleration sensor and a dynamic strain sensor. The vibration aging method is characterized in that the vibration exciter loads on the workpiece and exerts a cyclist exciting force, two sensors are respectively positioned on the easily cracking and deforming area of the workpiece, the sensors are analyzed and different frequency, the corresponding relationship between the dynamic strains and sorting are done by the computer, selecting the frequencies corresponding to the first biggest dynamic strains as the typical vibration, adjusting the working current and time of the vibration exciter, making the vibration exciter to vibrate at the above frequency till the aging is finished. The vibration aging method has the advantages of using the magnetostrictive vibration exciter as a vibration source, regulating the exciting force by the computer, timely responding the vibration variation to meet the dynamic stress, controlling the vibration source to vibrate at the resonation frequency by the computer, timely tuning the output current of the vibration exciter, analyzing and judging the vibration mode and the vibration time of the vibration aging, lively measuring the dynamic stress variation, and outputting the correct remaining stress variation as the prove for the experiment.
Owner:郝俊山

Annular shearing experiment equipment and testing method

InactiveCN105699189AGood for studying the influence of strength parametersGood for research impactMaterial strength using tensile/compressive forcesMaterial strength using steady shearing forcesVertical vibrationPore water pressure
The invention provides an annular shearing experiment equipment and a testing method, the annular shearing experiment equipment includes a support seat, a shear box assembly located on the support seat, and a load applied to soil samples in the shear box assembly The loading device, the loading device includes a vertical vibration loading device and a horizontal shear vibration loading device, and the annular shear experimental equipment further includes a load control device for controlling the loading of the vertical vibration loading device and/or the horizontal shear vibration loading device. device. The vertical vibration loading device and/or the horizontal shear vibration loading device can apply vibration loads of different frequencies and amplitudes, which is beneficial to study the influence of dynamic loads on soil strength parameters, more conducive to simulating the actual stress situation, and conducive to revealing The stress changes, pore water pressure changes, local soil damage and liquefaction phenomena occurred during the shear test of the soil under the action of vibration loads, and then reveal the occurrence and movement mechanism of geological disasters such as landslides from the mechanical properties.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Long-term bearing test monitoring device for large-size cuboid coal and rock sample

The invention discloses a long-term bearing test monitoring device for a large-size cuboid coal and rock sample, and relates to the technical field of rock mechanics tests. The long-term bearing test monitoring device comprises an upper pressing plate, a bottom plate, a lateral confinement restraining plate, an upper stress sensor locating plate, a bottom stress sensor locating plate, a lateral stress sensor locating plate and a displacement sensor locating plate. A space which is formed by the upper pressing plate, the bottom plate and the lateral confinement restraining plate and is approximately in a hexahedron shape is designed for monitoring the coal and rock sample to be tested. Stress sensors are arranged on the inner side face of the upper pressing plate, the inner side face of the bottom plate and the inner side face of the lateral confinement restraining plate respectively, displacement sensors are symmetrically arranged on the front side face and the rear side face of the whole device, the stress changes of different points of all non-free faces of the large-size cuboid coal and rock sample and the transverse deformation condition of different points of all free faces under long-term bearing are accurately tested, and then the mechanics characteristics and failure mode of the large-size cuboid coal and rock sample in the long-term bearing process are analyzed. High practicality is achieved.
Owner:SHANDONG UNIV OF SCI & TECH

Landslide advancing sliding force physical simulation experimental method and device therefor

ActiveCN101609158AThe magnitude of the stress value is intuitiveReduce sizeForce measurementSeismologyInformation processingExperimental methods
The invention discloses a landslide advancing sliding force physical simulation experimental method and a device therefor. A stress sensor is utilized to detect the inner stress change of a sliding body on an inclined plane of a sliding bed model, and the curve of the relationship between the magnitudes of the sliding force applied on the sliding body before sliding, in sliding and after sliding and the time can be determined by combining the data of displacement of the sliding body detected by a displacement sensor, so that the value of the curve and the inner stress can be displayed; when in subsection alarm, the detection and the display of the advancing sliding data of the sliding body can be completed, so that the advanced and real-time pre-warning and warning of landslide geological disaster can be really realized. The whole device is reasonable in design and convenient for use, and completely imitates the whole process of landslide for simulate monitoring and information processing; the drawn monitoring curve is authentic, vivid and reliable; an electronic display device can visually and conveniently display the value of the stress, so that the change characteristics of the sliding force in the whole process of landslide can be fully reflected, and the simulation is accurate and vivid.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

Method and apparatus for leveling thermal stress variations in multi-layer MEMS devices

A MEMS device such as a grating light valve™ light modulator is athermalized such that the force required to deflect the movable portion of the MEMS device remains constant over a range of temperatures. In MEMS embodiments directed to a grating light valve™ light modulator, a ribbon is suspended over a substrate, and the ribbon tension is kept constant over a temperature range by adjusting the aggregate thermal coefficient of expansion of the ribbon to match the aggregate thermal coefficient of expansion of the substrate. Various opposition materials have an opposite thermal coefficient of expansion as the aluminum layer of a grating light valve™ light modulator ribbon, using the thermal coefficient of expansion of the substrate as a zero coefficient reference. The adjustment of the thermal coefficient of expansion of the ribbon can be performed variously by thickening existing layers of opposition material or adding additional layers of new opposition material to the ribbon, or reducing the aluminum in aluminum layer. The aluminum layer may be reduced variously by reducing the thickness of the aluminum layer, or reducing the surface area that the aluminum covers, or reducing both the surface area and the thickness. Embodiments may combine the reduction of aluminum with the use of opposition materials.
Owner:SILICON LIGHT MACHINES CORP

Three-dimensional simulating method for goaf fracture ring morphology

InactiveCN105223337ARealize simulationReal simulation mining processEarth material testingStress variationStress sensor
The invention discloses a three-dimensional simulating method for goaf fracture ring morphology. The method comprises the steps that according to the space similarity ratio between a coal seam and overlaying rock and time similarity ratio of coal seam working face propelling, a three-dimensional similar simulation test body is manufactured; according to the site mining working face ground stress situation and the mining sequence, the dynamic process of coal mine working face propelling under the three-dimensional stress condition is simulated; an embedded stress sensor is utilized for monitoring stress changes of a top plate and a bottom plate of a goaf in the mining working face propelling process, and a dynamic resistance strain gauge is utilized for recording data; after mining working face propelling simulation is finished, a tracer agent labeling method is used for carrying out drilling to pry and observe the goaf fracture morphology of the simulation test body, the top plate and the bottom plate of the goaf are separated layer by layer and section by section, and statistics is carried out on fracture data of all layers and all sections; according to the statistical fracture data, three-dimensional software is utilized for drawing a goaf fracture ring morphology simulation image. The method has the advantages that a three-dimensional mode is adopted for simulating the goaf fracture development morphology, and therefore the position of extraction holes can be determined conveniently and accurately.
Owner:CHONGQING UNIV
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