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2482 results about "Acoustic emission" patented technology

Acoustic emission (AE) is the phenomenon of radiation of acoustic (elastic) waves in solids that occurs when a material undergoes irreversible changes in its internal structure, for example as a result of crack formation or plastic deformation due to aging, temperature gradients or external mechanical forces. In particular, AE is occurring during the processes of mechanical loading of materials and structures accompanied by structural changes that generate local sources of elastic waves. This results in small surface displacements of a material produced by elastic or stress waves generated when the accumulated elastic energy in a material or on its surface is released rapidly. The waves generated by sources of AE are of practical interest in structural health monitoring (SHM), quality control, system feedback, process monitoring and other fields. In SHM applications, AE is typically used to detect, locate and characterise damage.

A hard rock hobbing cutter rock breaking characteristic testing device

A hard rock hobbing cutter rock breaking characteristic testing device used in the field of tunnel engineering is provided. A rock silo supporting seat is positioned on a guide rail pair and realizes longitudinal motion by a longitudinal-moving hydraulic cylinder; a rock silo is positioned on the rock silo supporting seat and realizes lateral movement by lateral moving hydraulic cylindersfixed on the rock silo supporting seat; rock samples are positioned inside the rock silo. Two columns are vertically arranged at both sides of the rock silo, top ends of the columns are connected by a beam and thus a gantry structure is formed. A vertical hydraulic cylinder is fixed on the beam, and the lower part of the vertical hydraulic cylinder is connected with a walking beam. Under the walking beam, a hobbing cutter is installed to simulate the process of hobbing cutter rock breaking, or a similar hobbing cutter wearing module is installed to simulate the process of similar hobbing cutter wearing. An industrial computer, a data acquisition card, a three-axis force sensor, an acoustic emission device and a high-speed digital camera system are used to monitor the processes of hobbing cutter rock breaking and wearing. The device is capable of simulating the process of rolling-type rock breaking of the hobbing cutter, the process of rolling and impact-combined type rock breaking of the hobbing cutter and the process of similar hobbing cutter wearing.
Owner:CENT SOUTH UNIV

Microcomputer-controlled electro-hydraulic servo rock tri-axial dynamic shear-seepage coupling multifunctional test method

A microcomputer-controlled electro-hydraulic servo rock tri-axial dynamic shear-seepage coupling multifunctional test method belongs to the technical fields of rock mechanics and engineering technology and is characterized in that a test apparatus is composed of a loading system, a sealing system, a multiphase fluid injection system, an acoustic emission monitoring system, a deformation monitoringsystem and a data collection system. The test method not only solves technical problems that a tri-axial pressure chamber cannot be used for performing large displacement shear-seepage coupling of rocks under high confining pressure and high seepage pressure, and also can achieve various extended functions on the basis of the technology. The apparatus can achieve servo control loading of force, displacement and strain rate in shear direction and injection seepage of a multiphase fluid during dynamic shear. In addition, the apparatus is equipped with a temperature control system for performingconstant temperature control to the tri-axial pressure chamber at 0-200 DEG C; therefore, a series of extended experiments of dynamic shear-seepage coupling features of rocks under effect of temperature can be carried out.
Owner:TAIYUAN UNIV OF TECH

Multifunctional drill bit rock breaking experiment device and method capable of testing triaxial strength parameter of rock

The invention discloses a multifunctional drill bit rock breaking experiment device capable of testing the triaxial strength parameter of rock. The device comprises a main body device, a pressure head structure, a confining pressure system, an acoustic emission system, a temperature control system and a pore material injection system. The device has the benefits as follows: the real temperature, crustal stress and pore pressure of a stratum can be simulated in a closed environment, a triaxial mechanical test and a drill bit rock breaking test can be completed simultaneously, a stress-strain curve of a rock sample, dynamic vibration of a drill bit and a drill column, bit pressure and influences of footage on the rock sample can be determined, an experiment basis is provided for research of mechanical properties of complex oil and gas reservoirs and drill bit rock breakage under multiple conditions, a rock breaking experiment can be conducted while conventional mechanical properties of the rock are tested, two experiments can be completed once after the designed temperature and pressure conditions are met, the total time consumption is reduced, and the utilization rate of underground rock cores can be effectively increased.
Owner:SOUTHWEST PETROLEUM UNIV

Physical simulation system and method for fracture propagation in shale

The invention discloses a physical simulation system and method for fracture propagation in shale. The system comprises a drilling rig, a sealing machine, a machine tool, a true triaxial physical simulation testing machine, a hydraulic fracturing servo pump pressure control system, acoustic emission three-dimensional space location monitoring equipment and an industrial CT (computed tomography) machine, wherein the drilling rig, the sealing machine and the machine tool are jointly used for processing acquired shale into a fracturing sample; the true triaxial physical simulation testing machine is used for loading simulated three-dimensional ground stress to the fracturing sample; the hydraulic fracturing servo pump pressure control system is used for providing a fracturing fluid for the fracturing sample, so that a hydraulic fracturing process can be simulated; the acoustic emission three-dimensional space location monitoring equipment is used for monitoring the simulated hydraulic fracturing process in real time; the industrial CT machine is used for preforming tomography scanning on the fracturing sample before and after hydraulic fracturing. The physical simulation system for fracture propagation in the shale can be used for researching fracture initiation, expansion and extension laws of anisotropic shale in the hydraulic fracturing process, so that fracture information can be distinguished more accurately, high-precision basic data are provided for fracturing construction design, technical support is provided for site fracturing construction, and the yield is increased.
Owner:CHINA PETROLEUM & CHEM CORP +1

Method for measuring ground stress

The present invention relates to a ground stress measuring method which comprises the following procedures: 1) the occurrence of joint and faultage are determined; the nearest sequent subjoint and fissure in the same sequence are drawn on a stereographic projection drawing; 2) a terrane lay uses the strike line as a rotating axis and rotates to the horizontal position towards the dip direction; the rotary angle is equal to a dip angle of the lay, and the strike line of the joint and fissure winding lay rotates to the horizontal state to find a conjugated X-shaped joint; then the conjugated X-shaped joint and lay in the horizontal state rotate to the original state; three directions of the ground stress are determined on the stereographic projection drawing; 3) samples are drilled along three directions of the ground stress and 5 to 7 samples are drilled along each direction; 4) the acoustic emission experiment of a rock sample is done indoors to have a Db4 small wave analysis on the acoustic emission signals of rock, thereby determining the acoustic emission Kaiser point of rock; the size of the ground stress is determined according to the acoustic emission Kaiser point of rock. The invention is small in sample quantity, low in cost, rapid in measuring progress of the ground stress, and accordingly more convenient and rapid in measurement of the ground stress.
Owner:南京银茂铅锌矿业有限公司

Method for non-linear ultrasonic online detection of early fatigue damage to metal material

InactiveCN101806778ARealize the whole process of fatigue detectionSolve misjudgmentMaterial analysis using acoustic emission techniquesFatigue damageSonification
A method for the non-linear ultrasonic online detection of early fatigue damage to a metal material belongs to the field of nondestructive detection. The method comprises the following steps: determining an excitation signal parameter according to the thickness of a tested piece and inputting the parameter to an arbitrary function generator to generate a sound signal; determining a threshold value of an acoustic emission instrument according to the amplitude of a no-load noise signal; performing fatigue loading on the tested piece, continuously detecting an acoustic emission signal in real time with an acoustic emission sensor, amplifying the acoustic emission signal, inputting the acoustic emission signal into the acoustic emission instrument, and judging ring with the acoustic emission instrument when the amplitude of the acoustic emission signal exceeds the preset the threshold value of the acoustic emission instrument; detecting a non-linear ultrasonic signal at equal time interval if the acoustic emission instrument does not display the ring or the times of the continuous ring is not more than an empirical value; and stopping detection if the displayed ring times is more than the empirical value, because fatigue cracks are generated and develop. On the basis of non-linear ultrasonic nondestructive detection, the method of the invention introduces acoustic emission technique, so the method does not make incorrect judgment when detecting the early fatigue damage to the metal material and realizes continuous online detection.
Owner:BEIJING UNIV OF TECH

Testing device for simulation and real-time detection of erosion of thermal barrier coatings of turbine blades

The invention discloses a testing device for simulation and real-time detection of erosion of thermal barrier coatings of turbine blades, belonging to the field of simulation devices in a special service environment. The testing device comprises an erosion particle feeding system, a test testing platform (1), a temperature test system, an acoustic emission nondestructive testing system, a control platform and the like. An erect fixed shaft (101) is arranged on the test testing platform (1) and is connected with a horizontal supporting shaft. The testing device can be used for simulating the erosion service environment in which hard particles in a high-performance aero-engine repeatedly impact thermal barrier coatings of turbine blades due to the driving of airflow. By controlling the parameters such as erosion speed, angle, size and the like of erosion particles, the process that the coatings are eroded by different hard particles in the service process is realized and the real-time test and analysis of data, such as the temperature, the surface topography evolution, the interfacial oxidation of a sample and the like can be synchronously realized. The device can provide an important test platform for effectively assessing the erosion failure process and the failure mechanism of coatings of turbine blades in the special service environment.
Owner:XIANGTAN UNIV

Indoor pull-out test apparatus for anchor rod

InactiveCN103398901ASolve the problem that the expansion shell bolt pull-out test cannot be carried outOvercoming the limitations of inconvenient monitoring of anchor mechanical responseMaterial strength using tensile/compressive forcesAcoustic emissionGeotechnical engineering
The invention relates to an indoor pull-out test apparatus for an anchor rod, which belongs to the technical field of geotechnical engineering. The apparatus comprises a horizontal loading system, a vertical loading system, an anchor rod pulling system, a box, support columns and a bearing plate. The test apparatus can realize loading of a sample at two horizontal directions and a vertical direction and overcomes the problem that a traditional indoor pull-out test apparatus for an anchor rod cannot carry out pull-out test under loading conditions; the test apparatus is provided with an acoustic emission sensor, can realize whole-course monitoring of damage, breakage and generation and expansion of cracks in the sample during pull-out test of the anchor rod and overcomes the limitation that mechanical response of an anchoring body cannot be conveniently monitored in traditional indoor pull-out test. The test apparatus provided by the invention can be applied in pull-out experimental study of mechanical behaviors of an expansion shell anchor rod and a corresponding anchoring body in geotechnical engineering so as to provide scientific experimental bases for test of anchoring performance of the expansion shell anchor rod and can also be applied in pull-out experimental study of a bond-type anchor rod.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Integrated monitoring and early warning system and early warning method for dynamic condition of deep well drivage construction

The invention discloses an integrated monitoring and early warning system and early warning method for dynamic condition of deep well drivage construction. The system comprises a monitoring and controlling system platform and a system signal collection unit. The method comprises collecting geological condition data about the deep well drivage construction, arranging an acoustic emission signal sensor and a microseismic pick up seismic station on the roadway to collect internal fracture and instability precursor signals of surrounding rocks, arranging a macroscope deformation and pressure data collecting device for surrounding rocks is arranged, transmitting the internal fracture and instability precursor signals of surrounding rocks, crustal stress, impacting tendency of coal-rock mass, drilling yield, construction geological condition data, support pressure, surface convergence deformation, drilling inner stress and drilling inner damage signal to a monitoring system unit, laying out controlling scheme and construction solving method by the system when an early warning unit delivers early warning. The integrated monitoring and early warning system and early warning method for dynamic condition of deep well drivage construction is scientific in system, safe and practical, and strong in effectiveness. In-time monitoring and early warning for well construction under high stress is realized.
Owner:XIAN UNIV OF SCI & TECH
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