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442 results about "Stress measurement" patented technology

The Perceived Stress Scale (PSS) is the most widely used psychological instrument for measuring the perception of stress. It is a measure of the degree to which situations in one’s life are appraised as stressful.

Method for carrying out ultrasonic inspection on residual stress of aluminium alloy pre-stretching board by water immersion

The invention provides a method for carrying out ultrasonic inspection on residual stress of an aluminium alloy pre-stretching board by water immersion, belonging to the field of non-destructive inspection. The method comprises the following steps of preparing a reference block; carrying out measurement and calibration; measuring the residual stress. In the method, the water immersion method is adopted, and the temperatures in stress calibration and stress measurement processes can be ensured to be consistent by controlling the water temperature not to be changed, thus eliminating the effects of temperature difference on the ultrasonic wave speed and eliminating temperature errors; besides, an automatic scanning frame is adopted instead of manual scanning, so that the distance between a probe and the surface of a material to be measured in the measurement process can be ensured not to be changed, thus eliminating the effects of coupling condition difference on sound propagation time and eliminating the coupling errors. The method is beneficial to non-destructive evaluation of the near surface residual stress of the aluminium alloy pre-stretching board.
Owner:AVIC BEIJING INST OF AERONAUTICAL MATERIALS

Device for measuring object stress by utilizing graphene membrane, and preparation method and testing method of device

The invention discloses a device for measuring object stress by utilizing a graphene membrane, and a preparation method and a testing method of the device. The testing method is characterized in that graphene is arranged on a flexible stretchable substrate by utilizing a growth and transfer technology of the graphene and is tightly adhered to the surface of a to-be-measured object or a single crystal silicon substrate which is provided with a through hole, a characteristic peak of a Raman spectrum of the graphene can be subjected to shifting and splitting when the to-be-measured object is subjected to deformation or gas pressure difference exists between the internal part and the external part of the through hole, and sensing on strain or gas pressure can be realized basing on shifting and splitting amount of the characteristic peak. According to the device, the preparation method and the testing method, disclosed by the invention, the technical design is simple, the performance is stable, non-contact with the to-be-measured object is realized, and the complexity of an electrical measurement method which is in need of arranging leading wires can be avoided; the strain loading range is large, and the stress measurement accuracy degree is high.
Owner:西安超宇微晶新材料技术有限公司

Ultrasonic wave nondestructive apparatus and method for measuring residual stress of welded structure

The invention relates to a welding structure residual stress ultrasonic lossless measurement device and a method, in particular to a device and a method using ultrasonic for measuring the residual stress of a welding structure, belonging to the residual stress measurement field. The method aims at overcoming the problems of a traditional stress measurement method that work pieces are destroyed, time is consumed and the residual stress measurement can not be satisfied under the service condition of the welding structure. The two ends of a probe group of the invention are respectively connected with an impulse signal source and a signal receiving processing device which is connected with a display. And a microcontroller is embedded in the signal receiving processing device. In said method, the coordinate of a measured point is determined; the probe group emits impulse signals sent out from the impulse signal source into a work piece through a first critical refraction angle to generate critically refracted longitudinal waves, wherein, enveloping data are read by the signal receiving processing device and are discretized into digital signals and FIR filtering waves; total enveloping weight eigenvalue Mn is worked out; abnormal data are removed according to Brubbs criterion after one measured point is measured for a plurality of times, measuring position is changed for measuring again, and Mn and Mn+1 are worked out according to two measuring points to calculate the residual stress Delta of the work piece.
Owner:HARBIN INST OF TECH

Device and method for integrated collection of stress and displacement of surrounding rocks

InactiveCN102818665ACan measure three-dimensional stressThree-dimensional stress can be calculatedForce measurement by measuring optical property variationUsing optical meansFiberStress measurement
The invention discloses a device for integrated collection of stress and displacement of surrounding rocks, which comprises a spherical body, a casing pipe, a steel wire and an optical cable, wherein a threaded hole is formed by drilling along one diameter of the spherical body; a fiber bragg grating is adhered along six different directions in the spherical body respectively; one end of the steel wire is fixed on the spherical body; and one end of the optical cable is connected with the fiber bragg gratings in the spherical body. According to the device and the method for integrated collection of stress and displacement of surrounding rocks disclosed by the invention, three-dimensional stress of a point can be calculated by measuring stresses in six directions of the point, and stress and displacement can be simultaneously measured in one drill hole, therefore, not only comparison and analysis are convenient, but also accuracy of a test result is ensured as mutual interference among a plurality of near-distance drill holes is avoided, and meanwhile, workloads of the drill holes are decreased; the fiber gratings are not influenced by electromagnetic, humid and corrosive environments, and the spherical body is sufficiently contacted with the surrounding rocks as well as with slurry poured in the holes, so that accuracy and reliability of stress measurement result are guaranteed; furthermore, the spherical body is fixed in surrounding rock holes in a way that slurry is poured into the surrounding rock holes, looseness of the spherical body is avoided, as a result, a wrong displacement test result is prevented.
Owner:CHINA UNIV OF MINING & TECH

Effective stress level test device and method of vertical prestressed reinforcement

The invention discloses an effective stress level test device and method of a vertical prestressed reinforcement. An ARM (Advanced RISC Machines) processor is connected with an ultrasonic pulse generator; a pulse signal emitted from the ultrasonic pulse generator is transmitted to an ultrasonic transducer via a boosted circuit and a transmitter circuit; the ultrasonic transducer transmits the ultrasonic wave to a data register via a programmable filter, a programmable amplifier and an A/D (analog-to-digital) converter; collected signals are sent to a DSP (Digital Signal Processor) by the data register; the DSP stores the signals in an RAM (Random-Access Memory) storage area; the ARM processor is connected with a memory, a keyboard, a display, the programmable amplifier, the programmable filter, the RAM storage area and a temperature measurement circuit; and the temperature measurement circuit is connected with a temperature sensor. The device has the characteristics of no loss, high speed, high accuracy and low cost, especially can quantify the influence of temperature on a stress measurement result, can correct the stress level test error of the vertical prestressed reinforcement so as to obtain the effective stress level value of the vertical prestressed reinforcement with the engineering accuracy.
Owner:RES INST OF HIGHWAY MINIST OF TRANSPORT

Surface residual stress ultrasonic detection method capable of achieving direct coupling wave generation

The invention relates to a surface residual stress ultrasonic detection method capable of achieving direct coupling wave generation, and belongs to the technical filed of ultrasonic detection. According to the method, a wave generation mode of coupling agent direct coupling is adopted, ultrasonic waves pass through a single coupling agent medium and directly emit into a measured material, and an adopted direct coupling wave generation ultrasonic probe is in a one-emitting double-receiving stress measurement mode. Firstly, the direct coupling wave generation ultrasonic probe is designed and assembled, the assembled direct coupling wave generation ultrasonic probe is placed on the surface of the measured material, and the measurement cardinal plane is kept in full contact with the surface. A coupling agent is stably injected into a coupling agent cavity from a valve opening, an ultrasonic wave direct spreading passageway is formed, and surface residual stress ultrasonic detection is carried out. According to the method, wave generation and coupling are completed at the same time, fewer ultrasonic wave spreading interfaces exist, the quality of received signals is guaranteed, and the signal to noise ratio is increased. According to the adopted stress measurement mode, transit time difference calculation precision is guaranteed, and the measurement spatial resolution is improved.
Owner:DALIAN UNIV OF TECH

Horizontal hole ground stress measurement device based on BWSRM (Borehole Wall Stress Relief Method) principle

The invention relates to a horizontal hole ground stress measurement device based on a BWSRM (Borehole Wall Stress Relief Method) principle, which is used for the technical field of measurement of stress of rocks in an underground cavity or a mine opening. The horizontal hole ground stress measurement device comprises a sealed cable joint, a stress measurement main working part, a multiway stress measuring instrument, a measurement control unit and a detection part, wherein the sealed cable joint is connected with the front end of the stress measurement main working part to be used as an output port for a power cable and a communication cable of the integral device; the stress measurement main working part is sequentially connected with the multiway stress measuring instrument, the measurement control unit and the detection part; the multiway stress measuring instrument is used for recording variation of stress on a working surface in the process that a thin-walled diamond core drill implements ring-shaped cutting on surrounding rocks of the hole wall of a borehole; and the detection part is used for observing and recording the quality condition of the hole wall of the borehole in the process of propelling integral equipment into the horizontal borehole to a working hole depth and providing reference basis for a local hole section which is selected to be subjected to stress relief. According to the invention, the integral measuring process is controlled sufficiently by an electromechanical integration technology through adopting a main control module; and test reliability and measurement accuracy can be greatly improved. The horizontal hole ground stress measurement device is convenient to carry and apply in the field and easy to operate in the field and can carry out three-dimensional ground stress actual measurement easily.
Owner:SHANGHAI JIAO TONG UNIV

Method for determining the three-dimensional stress based on single drilled rock's deformation measurement

ActiveCN106814407AOvercoming Independent Deformation MeasurementsAvoiding the drawbacks of combined estimation of three-dimensional ground stress state at measuring pointsDirectional drillingMeasurement of force componentsStress measurementGeophysics
The invention discloses a method for determining the three-dimensional stress based on single drilled rock's deformation measurement, comprising: A) constructing a horizontal testing hole: smoothening the hole bottom center of the testing hole; B) performing hole bottom stress removing work: installing a quadruple-component strain cluster on the already smoothened hole bottom of the testing hole to obtain the positive strain change values in different directions; C) performing partial wall face stress removing work: selecting a partial wall face from the side of the drilled hole away from the hole bottom for polishing process and obtaining two groups of hole wall positive strain values in eight directions after the measurement; and D) organizing and analyzing the data: in combination with the positive strain change values in different directions obtained from the stress removing work on the hole bottom and the side wall face of the testing hole, obtaining the three-dimensional stress state of a measurement spot. According to the method, it is possible to ensure that the stress measurement work at a measurement spot is completed in a relatively small rock scope, which avoids the influence of the heterogeneous factors of the rock characteristics on the measurement result, therefore, increasing the reliability of the measurement result.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Pile body stress testing device of static-pressure high-strength pre-stress concrete pipe pile

The invention belongs to the technical field of building construction stress testing equipment, and relates to a pile body stress testing device of a static-pressure high-strength pre-stress concrete pipe pile. A shallow groove is formed in the high-strength pre-stress concrete pipe pile in a cutting mode, an optical fiber Bragg grating sensor and an armored cable are in butt fusion and in series connection in a quasi-distributed mode, the optical fiber Bragg grating sensor and the armored cable which are in series connection are implanted into the shallow groove of the high-strength pre-stress concrete pipe pile and packaged and protected through epoxy resin mixed liquid, the optical fiber Bragg grating sensor is distributed at the position of the high-strength pre-stress concrete pipe pile according to the elevation of a soil layer needing to be tested, a pile body drilling hole is formed in the inner side of the top of the high-strength pre-stress concrete pipe pile, and the armoured cable is led out through the pile body drilling hole and is communicated with a data collecting system. The device is simple in structure, convenient to operate, high in measurement precision and sensitivity, strong in the capacity of resisting electromagnetic field interference and high in survival rate; compared with a traditional stress measurement element, the pile body stress testing device can easily achieve quasi-distributed and automatic monitoring.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Brittle material crack initiation stress measurement system and brittle material crack initiation stress measurement method

The invention discloses a brittle material crack initiation stress measurement system and a brittle material crack initiation stress measurement method. The brittle material crack initiation stress measurement system comprises a loading device, a CCD camera, a synchronizer trigger, a load-time signal receiving device and a digital image signal receiving device. The brittle material crack initiation stress measurement method includes synchronously triggering the loading device and the CCD camera by the synchronizer trigger, loading a sample and outputting a load-time signal; shooting sample surface images by the CCD camera in real time; not stopping shooting until the sample is destroyed; selecting a first frame of images shot by the CCD camera, marking 2 measurement points on the circumference of a through hole, continuously measuring tensile strain-time curves of the 2 measurement points in a whole loading process, and determining stress values, namely crack initiation stress sigmaci,on the stress-time curves corresponding to tensile crack initiation time T. The brittle material crack initiation stress measurement system and the brittle material crack initiation stress measurement method have the advantages that the position and the expansion direction of brittle material crack initiation can be controlled, the crack initiation time and the crack initiation stress can be determined objectively, precisely and quantitatively, authenticity and reliability of brittle material crack initiation stress measurement are improved effectively, and the method simple to operate, reliable in result and objective in quantization is provided for measuring crack initiation stress of rock-like brittle materials with prefabricated holes under uniaxial compression.
Owner:CENT SOUTH UNIV

Nondestructive testing method of residual stress of thermally grown oxide layers in thermal barrier coatings

InactiveCN106066319ASolve the technical problem that it is difficult to measure the stress of TGO layerStrong penetrating powerApparatus for force/torque/work measurementFluorescence/phosphorescenceStress measurementLaser beams
The invention provides a nondestructive testing method of residual stress of thermally grown oxide layers in thermal barrier coatings. The method comprises the following steps: a laser beam with a specific wavelength enters to the surface of a thermally grown oxide layer to be tested, and a fluorescence spectrum of a trace element Cr3+ in the thermally grown oxide layer of the thermal barrier coating is excited; a characteristic peak of the fluorescence spectrum of excited Cr3+ and a characteristic peak of a fluorescence spectrum of Cr3+ excited in a stress-free state are compared, and distribution of internal stress in the thermally grown oxide layer is calculated according to offset of the characteristic peak. The method can solve the technical problem that traditional stress detection methods are difficult to realize stress measurement of TGO (thermally grown oxide) layers; changes of internal stress of TGO layers before and after examinations in various conditions (such as thermal shock, constant temperature oxidation, heat cycle or high temperature plume flow thermal shock, etc.) of a coating sample can be detected without destroy of the sample itself, and experiment foundation is provided for researching service behaviors and failure mechanisms of coatings; feasibility of nondestructive test of TGO internal stress in the coating of a practical workpiece before and after service is provided.
Owner:SHANGHAI INST OF CERAMIC CHEM & TECH CHINESE ACAD OF SCI

Stress measurement primary stress separation method and device based on ultrasonic surface wave

The invention provides a stress measurement primary stress separation method and device based on an ultrasonic surface wave and belongs to methods and devices of measuring the surface stresses of materials. The separation device comprises an ultrasonic transducer, an ultrasonic pulse transmission receiver, a sampling processing system and an analysis system. The output end of the ultrasonic transducer is connected with the input end of the ultrasonic pulse transmission receiver. The output end of the ultrasonic pulse transmission receiver is connected with the input end of the sampling processing system. The output end of the sampling processing system is connected with the analysis system through a digital oscilloscope. The working stress and the residual stress on the surface of an object are measured through the surface wave. In addition, the principle stress separation method is provided. Replication experiments of two-dimension stress measurement achieve surface wave lossless detection of two-dimension plane stress, a demonstration objet is A3 steel, the engineering application value is high, the experiment precision is high, and the stress measurement principle stress separation method and device are suitable for engineering detection. Through the advantages of ultrasound, lossless detection can be conduced on the single-point multi-dimension stress at any position.
Owner:CHINA UNIV OF MINING & TECH

Micro capacitance-type wall shear stress sensor and manufacturing method thereof based on through silicon via (TSV) technology

The invention discloses a micro capacitance-type wall shear stress sensor and a manufacturing method of the micro capacitance-type wall shear stress sensor based on through silicon via (TSV) technology, and belongs to the technical field of sensors. The micro capacitance-type wall shear stress sensor comprises a floating unit anchor point 1, an elastic beam 2, a movable broach 3, a fixed broach 4, a fixed broach anchor point 5, a TSV lead 6, a floating unit 7, a sacrificial layer 8, a substrate layer 9 and a TSV electric insulation layer 10, and is manufactured through a micro machining process and a metal plating process. According to the micro capacitance-type wall shear stress sensor based on the TSV technology, the original lead bonding process is replaced by a back-surface lead process, so that the metal leas is prevented from being exposed in a flow filed to generate interference. The packaging size of the sensor is reduced, arraying of the sensor is benefited, and three-dimensional (3D) packaging of the sensor and an integrated circuit is benefited. A measurement device does not invade in the flow field, so that no-invasion-type wall shear stress measurement can be carried out on the flow field.
Owner:NORTHWESTERN POLYTECHNICAL UNIV

Fiber grating type six-way pressure sensor for deep soft rock stress measurement

The invention discloses a fiber grating type six-way pressure sensor for deep soft rock stress measurement, including a solid sphere provided with six pressure sensing unit mounting slots and a cylindrical optical fiber slot. A fiber grating pressure sensing unit is mounted in the pressure sensing unit mounting slots. Optical fibers connected with the fiber grating pressure sensing unit are converged in the cylindrical optical fiber slot along optical fiber wiring slots arranged in the outer surface of the solid sphere. A spherical shell covering the solid sphere from the outside is provided with a cylindrical outlet hole at a position corresponding to the position of the cylindrical optical fiber slot and is provided with cylindrical mounting holes at the positions corresponding to the positions of the pressure sensing unit mounting slots. The pressure sensor is applicable to deep soft rock geostress measurement. Based on the working characteristics of optical signal transmission, the pressure sensor has the advantages of satisfying the essential safety requirements of deep coal mine stress monitoring, is not affected by electromagnetic interference, has good long-term stability, and can realize real-time monitoring of the rock stress state.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

In-situ digital three-dimensional borehole wall strain gauge based on complete temperature compensation technology

The invention provides an in-situ digital three-dimensional borehole wall strain gauge based on a complete temperature compensation technology, which belongs to the field of rock mass stress measurement and monitoring. The strain gauge comprises an injection-type hollow inclusion strain gauge skeleton, a high-precision self-compensation strain sensor, a double-earth wire and complete temperature compensation measurement circuit, and a local digital acquisition integrated circuit board, wherein the strain gauge adopts an injection-type design to realize mounting; the self-compensation high-precision strain sensor and the complete temperature compensation circuit eliminate temperature influences in long-term monitoring; the double-earth wire circuit compensates a digital circuit leveling range; and the instantaneous acquisition technology of the digital circuit board eliminates resistor heating influences, thereby realizing long-term effectiveness and relevance of monitored data. The strain gauge has two acquisition modes of a manual power-off continuous acquisition mode and an automatic continuous acquisition mode, short-term and long-term monitoring on the three-dimensional strain of the borehole wall through one-time mounting can be realized, and as multiple wireless connection modes and wireless charging interfaces are preserved, real-time transmission of data from a measurement point to a control room can be realized.
Owner:UNIV OF SCI & TECH BEIJING
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