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75 results about "Transverse strain" patented technology

Testing method for one-time measurement of tensile modulus and compression modulus of rock

A testing method for one-time measurement of the tensile modulus and the compression modulus of rock comprises steps as follows: a horizontal strain gauge and a vertical strain gauge are pasted at centers of front and back sides of a disk sample respectively; the disk sample is placed on a press for a Brazilian disk test, the load force P is monitored by a pressure sensor, and the horizontal strain gauge and the vertical strain gauge monitor transverse strain epsilon x and vertical strain epsilon y of the centers of the disk sample respectively; the tensile modulus and the compression modulus of the rock are calculated as per the following formulas shown in the specification, wherein Ex and Ey represent the tensile modulus and the compression modulus of the rock respectively, P is the external load, D is the disk diameter, L is the disk thickness, vyx represents the x-direction transverse deformation coefficient caused by y-direction stress, and epsilon x and epsilon y represent the transverse strain and the vertical strain of the disk centers respectively. The tensile modulus and the compression modulus of the rock can be measured on the same rock sample through one test, the test method is simple and easy to implement, data are accurate and reliable, and results are more scientific.
Owner:NORTHEASTERN UNIV LIAONING

Corbel bracket platform for bridge pier and transverse straining beam synchronous construction and construction method of corbel bracket platform

ActiveCN103882813AMeet the structural stress requirementsUse less materialBridge erection/assemblyCorbelColumn model
The invention discloses a corbel bracket platform for bridge pier and transverse straining beam synchronous construction. The corbel bracket platform is characterized in that the positions, with the equal height, in the middle of semicircular steel molds on the two sides of the upper portion of a pier column model (1) are respectively provided with a corbel (2) in a welding mode, jacks (3) are installed on the corbels (2), I-beams (4) are placed on the jacks (3) in the horizontal direction, the I-beams (4) on the two sides of the pier column model (1) are connected together through pulling rods (5) and fastened on the pier column model (1), and distributive beams (6) are placed between the I-beams (4) at equal intervals. The invention further discloses a construction method of the corbel bracket platform. According to the corbel bracket platform, synchronous construction of a pier column and a transverse straining beam is achieved, the construction cycle period of components below a bridge is shortened, and the bridge construction progress is accelerated. Meanwhile, compared with a traditional construction scheme, the input material cost is low, materials of the platform of the transverse training beam can be completely recycled for coping beam construction, and the circulating utilization rate of the materials is high.
Owner:CHINA RAILWAY ERJU 1ST ENG +1

Online real-time monitoring method for dynamic deflection deformation of wind driven generator blade

The invention relates to an online real-time monitoring method for dynamic deflection deformation of a wind driven generator blade. When the blade is deformed, a longitudinal strain detection strain sheet and a transverse strain detection strain sheet input signals of the blade to a differential half-bridge signal detection and conditioning module for detecting and conditioning a strain analog signal of a strain sheet of a detected point respectively, the signals are converted into digital quantity by an analog-to-digital converter, the digital quantity is coded by a microprocessor, a wireless transmitting/receiving module transmits the signals, and the wireless transmitting/receiving module receives control instructions sent by monitoring instrument equipment; the monitoring instrument equipment processes, stores and displays the detected data and transmits the detected data through an interface; and a control center performs blade deformation reconstruction according to the detected data to obtain fatigue degree of the blade so as to achieve the goal of real-time detection of the blade. The method realizes long-term monitoring of online deformation of the rotary blade, and acquires the working condition of the rotary blade at the current moment from a data terminal by wireless data transmission technology. The combination of a wind driven generator and a storage battery ensures long-term operation of a monitoring system and data transmission thereof and effectively ensures real-time acquisition of the working condition data of the rotary blade.
Owner:TONGJI UNIV

Field rock mass poisson ratio test method

The invention discloses a field rock mass poisson ratio test method. The method comprises the steps of firstly digging a test flat hole in a mountain, drilling a cylindrical test piece on bedrock on the bottom surface of the test flat hole by utilizing a hollow drill bit, and symmetrically perforating test holes in the bottom of an annular groove at the periphery of the test piece; sleeving the test piece with an elastic steel lantern ring provided with a steel contact and a strain plate, connecting a strain plate test line and a resistance strain gauge, and calculating transverse deformation of the test piece by virtue of test; fixing the top surface of the test piece together with a test flat hole top plate sequentially through a pressure plate, a jack, a reducing connector steel plate, a combined force transfer rod and a hinge anchor, installing measuring points in bolt holes in two sides of the pressure plate and in the test holes in the bottom of the annular groove, and installing a dial indicator above the measuring point; calculating vertical deformation of the test piece after the load test; then calculating a corresponding transverse strain value and a vertical strain value, and calculating the poisson ratio of the test piece according to the transverse strain value and the vertical strain value. The field rock mass poisson ratio test method has advantages that the implementation method is simple and rapid, the measurement data is accurate and reliable, and the real condition of the rock mass can be comprehensively reflected.
Owner:YELLOW RIVER ENG CONSULTING

Device and method for measuring strain

The invention provides a device for measuring strain. The device for measuring the strain comprises a strain gauge, a clamping device, and a transverse strain recorder, wherein the clamping device is used for clamping and extending the strain gauge, the longitudinal strain of the strain gauge is generated in the extension direction, and the transverse strain of the strain gauge is generated in the direction vertical to the extension direction; the transverse strain recorder is used for measuring the transverse strain of the strain gauge; the strain gauge comprises a carbon nano tube membrane structure which comprises a plurality of carbon nano tubes; the carbon nano tubes are arranged along the preferred orientations of a first direction and a second direction, and the carbon nano tubes which are directionally arranged along the preferred orientation of the first direction and the carbon nano tubes which are arranged along the directional preferred orientation of the second direction are overlapped and intersected; an included angle between the first direction and the second direction is formed; the included angle is more than 0 degree and less than 180 degrees; and during using, the strain gauge is arranged on the clamping device along the direction of a bisector of the included angle between the first direction and the second direction. The invention also provides a method for measuring the strain by using the device for measuring the strain.
Owner:TSINGHUA UNIV +1

Device for measuring radial force of transient-state hydraulic power of centrifugal pump and measuring method thereof

The invention provides a device for measuring radial force of transient-state hydraulic power of a centrifugal pump and a measuring method thereof, and discloses a measuring device. The measuring device comprises a shell 1, a back fixed ring 2, a compaction plate 3, a tight bearing 4, a shaft cavity 5, tight bearing elastic supports 6, an operation hole 7, loosened bearing elastic supports 8, a loosened bearing 9 and a front fixed ring 10, wherein outer rings of the tight bearing 4 and the loosened bearing 9 are connected and fixed with the shell 1 of the device by four elastic supports 6 and 8 respectively; the elastic supports are distributed at intervals of 90 degrees; a longitudinal strain plate and a transverse strain plate are respectively arranged on each side; for calibration, an object of which the mass is known is placed at the front end of a pump shaft, output signals of a circuit are amplified, acquired and output in a combined mode, and data of the device in each direction are recorded. The mass of the object arranged at the front end of the pump shaft is changed and is measured for many times by using the same method, so that the calibration of the device and the conversion of a measuring value are realized.
Owner:JIANGSU UNIV

Strain measurement device and method of strain measurement using the same

A strain measurement device includes a strain gauge, a holding device, a transverse strain recorder, and a data processing device. The strain gauge includes at least one first and at least one second layers of carbon nanotube films, each layer of carbon nanotube films having a plurality of carbon nanotubes. The carbon nanotubes in at least one first layer of carbon nanotube film align along a first direction. The carbon nanotubes in at least one second layer of carbon nanotube film align along a second direction. The holding device is used to fasten a specimen and the strain gauge. The transverse strain recorder is used to record a transverse strain of the strain gauge. The data processing device is used to calculate an axial strain of the strain gauge.
Owner:TSINGHUA UNIV +1

Soft rock large deformation three axis creep test transverse strain measuring extensometer and method

An extensometer of the transverse strain measurement of a soft rock three-shaft creep test includes a slide ring, two pairs of supporters, two strips of extension arms, two sense elements and two springs. The inside diameter of the slide ring is larger than an outside diameter of an upper pressure head and a lower pressure head after a maximum deformation; the supporters are symmetrically arranged on two sides of the external ring surface of the slide ring; one ends of the two extension arms are hinged with one pair of supporters and the other end is provided with a contact terminal and a spring hook; one ends of the two sense elements are respectively fixed on two supporters and the other end is fixed at the end part of the hinged end of the extension arms hinged with the supporters; the two ends of the two springs are respectively connected with the spring hooks arranged on the two strips of extension arms; the hinged end between the two supporters and the two extension arms is provided with an extension arm locating hole and allocated with a locating pin. A method of the transverse strain measurement of a soft rock three-shaft creep test uses the extensometer of the structure for measuring and the quantity of the extensometer is equal to the quantity of the section to be detected of a soft rock sample.
Owner:SICHUAN UNIV

Knitted flexible sensor used for measuring two-way stretching strain and manufacturing method of knitted flexible sensor

The invention relates to a knitted flexible sensor used for measuring two-way stretching strain and a manufacturing method of the knitted flexible sensor. The knitted flexible sensor comprises an upper sensor layer region, a lower sensor layer region and a connection region, wherein the upper sensor layer region is composed of a sensor transverse-column region and non-sensor transverse-column regions, and the sensor transverse-column region is not connected with the non-sensor transverse-column regions in the longitudinal-row direction; the lower sensor layer region is composed of a sensor longitudinal-row region and non-sensor longitudinal-row regions, and the sensor longitudinal-row region is not connected with the non-sensor longitudinal-row regions in the transverse-column direction; the sensor transverse-column region and the sensor longitudinal-row region are composed of conductive yarns; no yarn is connected between the upper sensor layer region and the lower sensor layer region; the connection region is connected with the upper sensor layer region and the lower sensor layer region respectively. The knitted flexible sensor has the advantages of being good in structural integrity, extensibility, elastic resilience and reproducibility, and easy and convenient to manufacture, can be arranged on clothes in a knitted mode so as to measure longitudinal and transverse strain of clothes under a two-way stretching condition respectively, and can monitor postures, actions and physiological indexes such as heartbeat or respiration of the human body.
Owner:GUANGDONG RUIYUAN TECH +1

Surface fiber Bragg grating sensor with double packaging layers and manufacturing method of surface fiber Bragg grating sensor

The invention provides a surface fiber Bragg grating sensor with double packaging layers and a manufacturing method of the surface fiber Bragg grating sensor. In the sensor, a first tail fiber is welded at one end of a fiber Bragg grating, a second tail fiber is welded at the other end of the fiber Bragg grating, a first sheath and a second sheath are respectively melted at two ends of a shell and used for reinforcing the connection strength of the first tail fiber, the second tail fiber and the shell, a first support sleeve and a second support sleeve are placed in grooves in the shell, the fiber Bragg grating is adhered on a grating support frame, the grating support frame is placed on the first support sleeve and the second support sleeve, two ends of the grating support frame are fixedly adhered in the shell, and the middle of the grating support frame is suspended so that requirements on monitoring surface strains of various structures are met. The manufacturing method includes that two ends of a steel wire adhered with the grating are fixed, and the middle of the steel wire is suspended, so that errors caused by transverse strain are effectively avoided, and influences to measurement results due to the transverse strain are effectively eliminated.
Owner:SOUTH CHINA UNIV OF TECH +1

Testing method for automatically measuring thickness thinning rate by adopting tensile testing machine

The invention discloses a testing method for automatically measuring a thickness thinning rate by adopting a tensile testing machine. The tensile testing machine is a tensile testing machine with longitudinal and transverse extensometers; the testing method comprises the following steps: 1) testing an original initial thickness a0, an initial width b0 and an initial length L0 of a test sample; 2) clamping the test sample to be tested onto the tensile testing machine with the longitudinal and transverse extensometers and recording instant sizes L and b of the test sample to be tested in a length direction and a width direction in a whole tensile testing process; solving real-time longitudinal strain eL and transverse strain eb respectively; 3) calculating the instant thickness thinning rate of the tensile test sample; 4) setting a maximum force total elongation rate Agt and a maximum force plastic elongation rate Ag, and calculating to obtain a maximum force total thinning rate and a maximum force plastic thinning rate; 5) defining a thinning rate at a fractured minimum thickness part after testing as a fractured thinning rate etau; testing a minimum thickness au of a necking region of a fractured test sample through a point micrometer; calculating the fractured thinning rate etau. The testing method disclosed by the invention is convenient and rapid and is suitable for large-batch inspection.
Owner:武汉钢铁有限公司

Method for controlling drilling hole sites of aircraft structural parts

The invention relates to the field of aircraft structural part numerical control machining, in particular to a method for controlling drilling hole sites of aircraft structural parts, which comprisesthe steps of selecting a part drilling cutter and cutting parameters, measuring drilling axial force, performing finite element simulation of part weak-rigidity structure drilling cutter relieving deformation to acquire relationships Uy (x, y) and Uz (x, y) between deformation and a machining area position, judging the fracture risk degree of the drill bit, calculating an allowable structure strain value, judging whether the transverse strain of a machining area is within an allowable range or not, judging hole site deviation caused by cutter relieving deformation, calculating the caused holesite deviation, and judging whether the hole site deviation caused by deformation meets the hole site requirement or not; if the hole site deviation caused by transverse strain or deformation does notmeet the allowable requirement, adding an inclined rib support to the part structure, carrying out simulation calculation again, setting the size and position of the inclined rib, and iterating untilthe transverse strain and deformation hole site deviation meets the requirement, so as to realize the effective control of the hole site of the hole in the weakly rigid region of the aircraft structural member. A quality problem that the drilling position is out of tolerance is avoided.
Owner:CHENGDU AIRCRAFT INDUSTRY GROUP

FBG-based train dynamic weighing sensor and installation method thereof

The invention discloses an FBG-based train dynamic weighing sensor and an installation method thereof, and relates to the technical field of sensors. The sensor comprises a plurality of clamps arranged on a rail and an FBG strain sensor fixed between the two clamps; each clamp comprises a plurality of U-shaped clamping blocks and a supporting seat; the two sides of the supporting seat are respectively fixed on the base of the rail through a pair of U-shaped clamping blocks; and a connecting plate is fixed between every two adjacent U-shaped clamping blocks; and the two ends of the FBG strain sensor are fixed on the supporting seat along the linear direction of the rail. By designing a high-stability FBG strain sensor, the FBG strain sensor realizes the real-time measurement of the load onthe rail through integrated stable, firm, fatigue-resistant clamps, and the sensor has the advantages of being high in precision, simple in structure and convenient to operate; the FBG strain sensor is sensitive to axial strain and insensitive to transverse strain due to the characteristics of the FBG strain sensor. The measuring range of the sensor is designed according to the characteristic of the weight of the freight train, and the linear weighing is carried out in the range of 18-100 tons.
Owner:李俊

Corbel bracket platform for simultaneous construction of bridge piers and transverse beams and its construction method

ActiveCN103882813BRealize simultaneous constructionShorten the timeBridge erection/assemblyEngineeringCorbel
The invention discloses a corbel bracket platform for bridge pier and transverse straining beam synchronous construction. The corbel bracket platform is characterized in that the positions, with the equal height, in the middle of semicircular steel molds on the two sides of the upper portion of a pier column model (1) are respectively provided with a corbel (2) in a welding mode, jacks (3) are installed on the corbels (2), I-beams (4) are placed on the jacks (3) in the horizontal direction, the I-beams (4) on the two sides of the pier column model (1) are connected together through pulling rods (5) and fastened on the pier column model (1), and distributive beams (6) are placed between the I-beams (4) at equal intervals. The invention further discloses a construction method of the corbel bracket platform. According to the corbel bracket platform, synchronous construction of a pier column and a transverse straining beam is achieved, the construction cycle period of components below a bridge is shortened, and the bridge construction progress is accelerated. Meanwhile, compared with a traditional construction scheme, the input material cost is low, materials of the platform of the transverse training beam can be completely recycled for coping beam construction, and the circulating utilization rate of the materials is high.
Owner:CHINA RAILWAY ERJU 1ST ENG +1
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