600 results about "Blast wave" patented technology

The invention relates to the technical field of tunnel construction, in particular to a tunnel blasting quality evaluation method based on multi-source data fusion, which comprises the following steps: synchronously acquiring multi-source data such as blasting vibration waveform, shock wave overpressure, dust concentration time sequence and excavation face image through a sensor network and image acquisition equipment arranged in a tunnel; performing preprocessing and time sequence alignment on the data to form a standardized data sample set; multi-dimensional feature vectors representing the blasting effect are extracted from the multi-dimensional feature vectors respectively; fusing various features into a high-dimensional feature vector, training a machine learning model by using historical data and quality grade labels evaluated by experts to establish a mapping relationship between the features and quality grades, and constructing an intelligent evaluation model; and online automatic evaluation and visual result output of the new blasting event are realized. According to the invention, automation, objectization and systematization of blasting quality evaluation are realized, and an efficient and reliable data-driven solution is provided for tunnel construction quality control.

The invention discloses a bionic joint humanoid robot navigation positioning method, device and equipment, and the method comprises the steps: monitoring a landing shock wave signal and reflection echo data of a robot, carrying out the time domain expansion of the shock wave signal to form a pulse characteristic spectrum, extracting multipath propagation components, and carrying out the time difference correlation to generate an environment response value. Screening a direct wave component by using an environmental response value, positioning a sound wave propagation trajectory, and detecting impedance mutation to construct an acoustic matrix. A strong reflection zone is identified through node analysis, a sound pressure gradient field is extracted to determine an obstacle boundary, and a landmark feature bit is determined in combination with an environmental response value. And adjusting a dynamic stride frequency interval based on a landmark feature bit, forming an adaptive detection sequence, and performing sparse processing to construct path configuration. The mechanical vibration component of the shock wave signal is used for piezoelectric conversion to generate recycled electric quantity, the recycled electric quantity is matched with path configuration power to determine a sensing period, intermittent sensing is executed to obtain detection data to construct a detection convergence field, and finally an accurate positioning window is determined and converted into position coordinates.

The invention provides a laser plasma sound barrier and magneto-rheological antiknock array collaborative protection method. The method comprises the following steps: firstly, constructing a collaborative protection structure consisting of a laser plasma sound barrier layer and a magneto-rheological antiknock array layer; a shock wave leading signal is detected in real time and input into a preset multi-dimensional feature model, the model dynamically generates a protection strategy, and a sound barrier instruction and an anti-explosion instruction are output respectively. The laser plasma sound barrier layer outputs specific reverse sound waves according to a sound barrier instruction and attenuates shock waves through destructive interference; meanwhile, the magneto-rheological anti-explosion array layer instantaneously solidifies a magnetic field according to an anti-explosion instruction, and shock wave energy is efficiently absorbed. According to the laser plasma sound barrier and magneto-rheological anti-explosion array cooperative protection method provided by the invention, the cooperative protection structure and the preset multi-dimensional feature model are constructed, so that the cooperative effect of the sound barrier and the anti-explosion array is realized, the response speed to shock waves is increased, the energy processing efficiency is improved, and the adaptability and reliability of protection are enhanced.

The invention discloses a mine blasting safety monitoring and early warning system, which comprises a multi-source sensing module, an edge computing node, a dynamic risk assessment module, an intelligent early warning decision module and an emergency linkage execution module, and is characterized in that the multi-source sensing module acquires multi-dimensional data such as blasting vibration, shock waves and toxic gas through various sensors; edge computing nodes filter noise and extract time-frequency features; the dynamic risk assessment module inverts blasting energy based on vibration and shock wave data, and predicts secondary disasters in combination with a geological model and gas concentration; the intelligent early warning decision module dynamically adjusts an early warning threshold by using a deep learning model and fusing multi-modal data; the emergency linkage execution module executes instructions such as power failure and evacuation according to devices such as early warning level, linkage ventilation and personnel positioning, overcomes the defects of traditional single monitoring and lack of correlation models, realizes full-process and all-directional monitoring of blasting operation, and effectively improves the safety of mine blasting operation and the efficiency of emergency management.

The invention discloses a primary support early-age sprayed concrete safety assessment method under cyclic blasting load, and relates to the field of concrete reliability analysis, and the method comprises the following steps: determining geometric parameters of a to-be-protected tunnel, and establishing a tunnel finite element model; determining a blasting load by using a detonation wave theory, and applying the load to the model for finite element analysis to obtain residual deformation data of each extraction point; determining a blasting load influence range; monitoring the environment temperature time sequence data of the evaluation sub-section, and representing the hydration degree and the water content of the evaluation sub-section; according to the method, the mapping relation between the mechanical characteristic parameters and the hydration degree and the water content is established, the mechanical characteristic parameters of the concrete are calculated, the safety of the sprayed concrete is determined by comparing damage with a safety difference standard, and the scientificity of safety evaluation of the sprayed concrete is improved.

The invention discloses a shock wave overpressure field reconstruction method based on physical information, and relates to the technical field of artillery launching, and the method comprises the following steps: building a multi-scene overpressure empirical formula library comprising a Henrych formula, an M.A.Sadovskyi formula and national defense design specifications, and embedding physical prior knowledge into a neural network for training through a weighted loss function; an attention module with a channel-space cooperative enhancement capability is formed by fusing the one-dimensional efficient channel attention, the extrusion excitation network and the dimension reduction CBAM; according to shock wave propagation characteristics, a forward shock wave field subtask and a muzzle rear wave front subtask are divided, and regional prediction is achieved through dynamic characteristic routing; and optimizing network parameters by adopting a low data volume training strategy, and outputting overpressure peak field distribution. According to the method, through construction of a physical data fusion constraint mechanism and an EC-SEAM mixed attention mechanism, network physical interpretation and near field mutation feature extraction capability are improved, and dependence on labeled data is remarkably reduced.

The invention relates to a negative Poisson's ratio composite anti-explosion wallboard unit, an anti-explosion wallboard structure and a construction method of the anti-explosion wallboard structure. The anti-explosion wallboard unit comprises an impact protection layer, a negative Poisson's ratio steel plate layer, a multifunctional back plate layer and a buffering energy absorption layer from outside to inside. The outer surface of the impact protection layer is an anti-impact wave curved surface; the negative Poisson's ratio steel plate layer is composed of two layers of negative Poisson's ratio steel plates which are arranged in parallel, a containing cavity is formed in each layer of negative Poisson's ratio steel plate, a plurality of rhombic negative Poisson's ratio units are evenly distributed in each containing cavity, and hinge joints are formed between the end points of the rhombic negative Poisson's ratio units and the inner wall of a cavity body of each containing cavity; the multifunctional backboard layer comprises a support body and an assembly space arranged along the back surface of the support body, and the assembly space is used for detachably embedding a functional board; and the buffer energy absorption layer is used for absorbing and dissipating residual energy attenuated by the layers. Through a multi-stage collaborative energy consumption mechanism of curved surface deflection, negative poisson ratio structure energy absorption, back plate dispersion and elastic body buffering, the anti-knock performance and the energy dissipation efficiency of the wallboard are remarkably improved.

This invention relates to the field of blasting testing technology and discloses a method for quantitatively representing intrusive blasting waves within a double-layer curtain wall space. The method includes establishing an experimental system, creating a basic model of the double-layer curtain wall structure, conducting blasting experiments, verifying the accuracy of the LS-DYNA simulation software's simulation of the experimental content, and parameter analysis. The parameter analysis includes quantitative analysis using blasting wave intensity, intrusion hole height H, and the distance C between the outer and inner curtain walls as variables. Through finite element simulation, combined with extensive data and theoretical analysis, a method for calculating the peak pressure of the intrusive blasting wave inside the structure is derived. This method for quantitatively representing intrusive blasting waves within a double-layer curtain wall space has the advantage of ease of use. It allows for the exploration of the blasting wave pressure inside the structure and the corresponding implementation of structural protection designs, effectively improving the scientific rigor and reference value of internal structural protection designs, and making a significant contribution to the stable management of structural safety.

The invention discloses a transformer arc fault equivalent test device and a control method, and relates to the technical field of power equipment fault simulation and safety test, and the method comprises the steps: carrying out the corresponding high-pressure gas storage through a high-pressure gas storage unit according to target pressure data calculated by a choking flow dynamic coupling model; the quick release unit is used for matching fault duration according to the test trigger instruction so as to release the high-pressure gas stored in the high-pressure gas storage unit; the energy injection unit injects high-pressure gas into the test oil tank to form shock waves; the safety protection unit starts an interlocking protection mechanism based on the test data; the monitoring control unit controls each unit to act, monitors the operation process of each unit in real time, and obtains and identifies the validity of test data to optimize the test process; according to the invention, automatic test process control is realized, the arc fault key damage effect can be accurately quantified and reproduced, high-precision matching of pressure wave time domain characteristics is realized, and the reliability of a test result is ensured.

The invention discloses a test device and method for simulating an ultra-high-speed penetration ground impact effect, and the device employs a static load loading system to apply a static load to the periphery of a sample so as to simulate a ground stress environment, and employs a dynamic load loading system to apply an impact dynamic load to the top of the sample so as to simulate ground impact. In the dynamic loading system, a phase change reaction kettle is used for heating liquid CO2 to a supercritical high-pressure state; the liquid filling module is used for filling liquid CO2 into the phase change reaction kettle; the gun barrel is used for receiving high-pressure gas released by the phase change reaction kettle and forming ground shock waves similar to a plane; the stress wave lens module is used for adjusting the width of shock waves through a stress wave lens combination and acting the shock waves on the sample; the control module can control the shock wave peak pressure by regulating the heating power of the phase change reaction kettle, and can control the duration time of shock waves by regulating the bore diameter of the gun barrel. According to the invention, controllable and high-fidelity simulation of the ultra-high-speed penetration impact effect is realized.

The invention provides a novel detonation flame arrester which comprises a first shell, and an inlet is formed in the first shell; the third shell and the first shell are symmetrically arranged, and an outlet is further formed in the third shell; the second shell body is arranged between the first shell body and the second shell body; the fire retardant unit is connected in the second shell in a sliding manner; a first spring connected with the first shell is arranged on one side of the fire retardant unit, and a second spring connected with the third shell is arranged on the other side of the fire retardant unit. When explosive shock waves enter the detonation flame arrester, the flame arresting unit slides under the explosive shock, compresses the first spring and stretches the second spring, or stretches the first spring and compresses the second spring.

The application discloses a coal rock anti-burst method of large-range seam forming by remote controllable shock wave and hydraulic fracturing, and comprises the following steps: step one, detecting and recording the stress concentration degree of target coal seam or rock stratum; step two, drilling; step three, withdrawing the hollow drill rod, arranging the discharge electrode connected with the cable at the front end of the hollow drill rod, and sending the discharge electrode into the drill hole through the hollow drill rod; step four, sealing the hole by using a hole sealer and performing hydraulic fracturing; steps five to seven, completing multiple repeated electric pulse discharge operations; and step eight, testing the pressure relief effect of the coal seam or rock stratum. The method uses the drilling cuttings method, high-pressure hydraulic fracturing and high-voltage electric pulse to perform large-range cracking and pressure relief on the coal rock stratum, changes the stress state of the coal rock stratum, and reduces the stress concentration degree, so that the anti-burst purpose is achieved. The method is mainly applied to deep coal rock body tunneling roadways and coal mining working faces containing coal rock body impact tendency.

The invention relates to a device for applying shock waves to an animal or human body, comprising a shock wave source arranged in a housing. The shock wave source is focused on a point. The device comprises an acoustic lens (13) configured such that a width of a focus of the shock waves generated by the shock wave source in the focal plane is at least twice as wide along a first transverse axis extending in the focal plane as along a second transverse axis extending in the focal plane in a manner perpendicular to the first transverse axis. The invention further relates to a gel cushion having an acoustic lens contained therein for detachable arrangement on a device for generating shock waves.

The invention discloses a multi-point explosion hazard effect evaluation test method and a multi-point explosion hazard effect evaluation test system. The method comprises the following steps: uniformly distributing a plurality of explosion sources with prefabricated fragments on the same circumference and synchronously detonating; determining abdominal line distribution based on a shock wave superposition principle, and dividing a reference ring, an inner ring and an outer ring by taking an explosion central point O as a circle center according to a predicted overpressure peak value; and cake-shaped and penholder-type free field pressure sensors, impulse targets, simulation dummies, pine targets and speed measurement targets are systematically arranged on each ring layer along the abdominal line direction. By synchronously collecting multi-parameter data such as shock wave pressure-time history, fragment speed, target deformation, human body reflection overpressure and the like, quantitative analysis of shock wave superposition and attenuation characteristics, fragment power field distribution, human body damage risk and explosion impulse aftereffect is realized. The problem that the multipoint explosion hazard effect lacks a standardized test means is solved, and data support is provided for protection equipment research and development and safety standard formulation.

In order to solve the technical problems that traditional monitoring equipment is delayed in triggering, insufficient in frame rate and poor in storage architecture, and an existing high-speed camera system is low in data extraction efficiency, the safety of a storage medium is difficult to guarantee and the like, the invention discloses a split type high-speed monitoring system and method used in a high-risk burning and explosion environment. Wherein the monitoring system comprises a monitoring unit, an acquisition and storage unit and a data transmission unit; the monitoring unit is located in a monitoring scene, the acquisition and storage unit is located outside the monitoring scene, and the monitoring unit and the acquisition and storage unit are connected through the data transmission unit; the monitoring unit comprises an explosion-proof shell, and a trigger module, an imaging module and an electric control module which are positioned in the explosion-proof shell; the trigger module monitors a target area and collects optical signals and / or shock wave pressure signals generated by combustion, fire blast or explosion, converts the optical signals and / or shock wave pressure signals into trigger electric signals and transmits the trigger electric signals to the electric control module, and the electric control module controls the imaging module to shoot images of the target area and transmits image data to the collection and storage unit through the data transmission unit to be stored.

An exemplary catheter includes a catheter body, a first conductive member comprising a first material positioned on the catheter body, a second conductive member comprising a second material different from the first material positioned on the catheter body, one or more electrical joints configured to electrically couple the first conductive member to the second conductive member, and one or more shock wave emitters. Each shock wave emitter is configured to generate a shock wave, and at least one shock wave emitter of the one or more shock wave emitters comprises electrodes separated by a spark gap, wherein at least one of the electrodes is formed from the second conductive member.

The invention discloses an explosive shock wave intelligent mixed numerical simulation method, device and equipment, and relates to the field of numerical simulation, and the method comprises the steps: determining a computational domain range, grid node information and simulation termination time of an explosive shock wave simulation problem, and constructing a tetrahedral grid; initializing a physical flow field based on a computational domain range, and constructing a flow field analysis model based on the tetrahedral mesh; using a mean total variation bounded discontinuous detection method to identify a discontinuous region and a smooth region in a computational domain range; for the discontinuous region, reconstructing physical parameters in the flow field analytical model by adopting a non-structural multi-resolution weighted essential oscillation-free reconstruction method, and for the smooth region, reconstructing physical parameters in the flow field analytical model by adopting a linear windward reconstruction method; and performing spatial discretization on the physical flow field based on the flow field analysis model, then performing time discretization, and obtaining a numerical simulation result until the calculation time exceeds the simulation termination time. According to the invention, optimal balance of precision and efficiency is realized.

The utility model discloses an experimental device for anti-explosion protection of an arch dam, and belongs to the field of simulation explosion tests. The experimental device comprises a fixing mechanism, an explosive module, a displacement sensor module and an acceleration sensor module, wherein the fixing mechanism is used for supporting a high polymer plate; the explosive module is arranged above the high polymer plate and is used for carrying out an anti-explosion test on the high polymer plate; the displacement sensor module and the acceleration sensor module are fixedly mounted on the high polymer plate; the shock wave sensor modules are symmetrically arranged on the two sides of the high polymer plate. According to the experimental device, shock wave sensor modules are installed on the upper side and the lower side of a high polymer plate, an explosive module is installed above the high polymer plate, the explosive module is detonated through an exploder, shock waves on the explosion facing face and the explosion backing face of the high polymer plate are detected through the shock wave sensor modules on the two sides, and displacement data are tested through a displacement sensor module. Acceleration data are tested through the acceleration sensor module, so that comprehensive anti-explosion analysis is carried out on the high polymer plate, and the method is more comprehensive and fine.

An electrode assembly for a shock wave apparatus. An electrode assembly (30) is disposed inside a balloon (10) of a shock wave apparatus (100). The electrode assembly (30) comprises: a first electrode (301); an insulating layer (302), the first electrode (301) being disposed inside the insulating layer (302) and the tail end of the first electrode (301) being exposed from the tail end of the insulating layer (302); a first electrical conductor (303), the first electrical conductor (303) being disposed on at least a portion of the outer peripheral surface of the tail end of the insulating layer (302); and a second electrode (304), the second electrode (304) being disposed on at least a portion of the outer peripheral surface of a base end of the insulating layer (302), such that an insulating gap is provided between the second electrode (304) and the first electrical conductor (303).

The application discloses a test device and method for simulating the impact effect of super-high-speed penetration into the ground, wherein a static load loading system is used to apply static load to the periphery of a sample to simulate the ground stress environment, and a dynamic load loading system is used to apply impact dynamic load to the top of the sample to simulate the ground impact, wherein in the dynamic load loading system, a phase change reaction kettle is used to heat liquid CO2 to a supercritical high-pressure state, a liquid charging module is used to charge the phase change reaction kettle with liquid CO2, a barrel is used to receive the high-pressure gas released by the phase change reaction kettle and form an approximately planar ground shock wave, a stress wave lens module is used to adjust the width of the ground shock wave through a stress wave lens combination and act on the sample, and a control module can control the peak pressure of the ground shock wave by regulating the heating power of the phase change reaction kettle and can control the duration of the ground shock wave by adjusting the aperture of the barrel. The application realizes controllable and high-fidelity simulation of the impact effect of super-high-speed penetration into the ground.

The invention discloses a passive self-sensing active fire prevention method, system, equipment and medium for a power distribution pipe gallery and a cabinet, and belongs to the technical field of power system safety protection, and the method comprises the steps: monitoring an electromagnetic characteristic spectrum and an arc spectrum of a power distribution facility through a passive electromagnetic sensing network, and positioning and grading an early fire risk; the ignition time is predicted based on a dynamic heat model, and arrangement is optimized in combination with the suitability data of the perfluorohexanone microcapsules; and the self-powered integrated module triggers shock waves at key time to induce the microcapsules to cooperatively rupture to release the fire extinguishing agent. According to the invention, active fire prevention of passive accurate early warning and autonomous fire extinguishing is realized, and the response speed and reliability are obviously improved.

The invention discloses an ultrasonic shock wave signal gain optimization method based on a time reversal mirror. The method comprises the following steps: S1, acquiring transmission characteristics of a channel; s2, performing system modeling of the virtual time reversal mirror based on the transmission characteristics; and S3, carrying out optimization processing on the TRM excitation signal. The ultrasonic shock wave amplitude is remarkably enhanced, the cracking capacity of the ultrasonic shock wave on high-hardness calcified plaques is improved, the ultrasonic shock wave enhancement device is suitable for shock wave enhancement application scenes in various acoustic systems, and the success rate and reliability of percutaneous coronary intervention therapy are improved.

The application provides an electromagnetic shock wave generator, comprising an electromagnetic generating assembly and an electromagnetic induction assembly, the electromagnetic generating assembly is arranged on one side of the electromagnetic induction assembly; wherein the electromagnetic generating assembly comprises a coil and a conductive piece connected with each other, the electromagnetic induction assembly comprises a clamping piece and a metal diaphragm fixed at least partially to the periphery of the clamping piece, the metal diaphragm is arranged on one side of the coil and can vibrate under the action of the coil; wherein a metal sheet is arranged on the side of the metal diaphragm away from the coil, the radial dimension of the metal sheet is smaller than the radial dimension of the metal diaphragm, and the metal sheet is arranged at the middle part of the metal diaphragm. The electromagnetic shock wave generator provided by the application can generate shock waves, and the metal diaphragm generating the shock waves will not be damaged due to external microjet impact and other factors, meanwhile, the shock waves will not be excessively lost, the service life is prolonged and the functionality is not reduced.

This invention provides a rapid compaction and sealing device for blast holes in tunnel excavation, comprising a plate frame assembly and two compaction and sealing mechanisms. The plate frame assembly includes a central plate, two side plates, and an elastic constriction belt; wherein the central plate is disposed between the two side plates. This invention uses the elastic constriction belt to constrain the explosive charge, allowing the device and the charge to be inserted into the blast hole together. Then, a miniature electromagnet releases the limit on the telescopic mechanism, which in turn drives the central plate and side plates to compress the compaction and sealing mechanisms, causing them to expand and press against the inner wall of the blast hole, completing the sealing operation. Finally, the explosive gas impacts the side plates, solidifying the slurry within the compaction and sealing mechanism, thus blocking the blast shock wave and ensuring the blasting effect. Furthermore, it eliminates the need for manual compaction and secondary filling, simplifying the operation and improving work efficiency.

The invention provides a prediction method for dynamic buckling characteristics of a reinforced cylindrical shell with initial defects under an underwater explosion load based on artificial intelligence. The method specifically comprises the following steps: establishing a dynamic response characteristic three-dimensional numerical calculation model of initial defects of the reinforced cylindrical shell structure under an underwater explosion load; obtaining a rib and skin rigidity matching factor; calculating dynamic response characteristics of the reinforced cylindrical shell under different explosive equivalents, different explosion distances and different laying water depths; determining a dynamic buckling critical load and a buckling mode of the reinforced cylindrical shell under the underwater explosion load by combining a dynamic buckling criterion and annular and axial typical response characteristic space distribution characteristics; and establishing an artificial intelligence proxy model of the dynamic buckling characteristics of the reinforced cylindrical shell under the underwater explosion load. According to the method, different defect amplitudes and rib and skin rigidities under the underwater explosion shock wave and bubble pulsation coupling load can be rapidly given based on the proxy model, the dynamic buckling critical load and modality of the reinforced cylindrical shell under the water depth are laid, and the method has high practicability and engineering significance.

The utility model relates to the technical field of adjusting support, concretely to a high airtightness civil air defence door device. The utility model discloses door frame and door leaf, the inside of door leaf is equipped with adjusting device, the adjusting device includes flange bearing and two racks, the circular arc surface of flange bearing is fixedly connected with door leaf, the inboard fixedly connected with the shaft of flange bearing, one end fixedly connected with the gear of the shaft, the outside of gear is engaged with two racks, one end fixedly connected with the connecting plate of rack, one end fixedly connected with the moving plate of connecting plate, one side of two moving plates is connected with door leaf slidingly. The traditional high airtightness civil air defence door device basically adopts single point locking structure, when single point locking, impact force (such as explosion shock wave) concentrates on single locking point, causes door leaf to bear non-uniform load, and the problem that partial door leaf is easily caused to be recessed or locking point welding place fatigue fracture.

The utility model relates to a fire and explosion integrated protection door belongs to the protection door field, for solving the crystallization that has not cleaned will be extruded between the door panel and the door frame sealing strip, not only will accelerate the aging, damage of sealing strip, reduce its service life, will also lead to the sealing is not strict, cannot effectively block the smoke and fire, high temperature and explosion shock wave, and then causes the fire spread, secondary explosion etc. accidental injury, seriously influence the fire and explosion core performance of protection door, can not satisfy the safety protection demand of the area of ship, a fire and explosion integrated protection door, including protection door main part, the door frame of rotation connection in the outside of protection door main part, through spring energy storage release drive rotary lever rotation, drive the scraper along the sealing strip inside profile fit rotation, thereby in the protection door closing process automatically removes the sea salt crystallization that adheres on the sealing strip, avoids the omission problem of artificial periodic cleaning, guarantees the air tightness and fireproof sealing performance of protection door.

The invention relates to a shock tube vibration and noise reduction performance improving device for engineering, and belongs to the technical field of engineering anti-explosion tests. A shock tube of the device is coaxially connected with a fragment filtering module, a to-be-tested piece is arranged between the shock tube and the fragment filtering module, and the fragment filtering module is coaxially connected with a vibration and noise reduction performance improving module; high-pressure shock waves are emitted from the shock tube to crush a to-be-tested piece, and fragments of the to-be-tested piece and the decelerated shock waves are attenuated and dispersed after passing through the fragment filtering module and the vibration and noise reduction performance improving module. According to the shock tube vibration and noise reduction performance improving device for the engineering, vibration and noise reduction of the shock tube for the engineering under compressed air explosion are achieved, the shock tube vibration and noise reduction performance improving device can be used for vibration and noise control of a large indoor shock tube test, and operability is high.

The present application belongs to the field of electric digital data processing, and relates to a long duration shock wave damage evaluation method for engineering targets considering environmental temperature, calibration of normal temperature constitutive model parameters; establishment of a normal temperature long duration explosion numerical simulation model; calibration of different temperature constitutive model parameters; establishment of a different temperature explosion numerical simulation model, numerical simulation of the explosion process to obtain different temperature numerical simulation damage data; substitution of the simulated damage data into a classical P-I curve expression fitting to establish a P-I curve damage criterion expression at different temperatures; bringing of a temperature empirical formula into the P-I curve damage criterion expression at different temperatures to obtain a damage criterion considering temperature effect; and based on the damage criterion considering temperature effect, completion of damage evaluation work according to the characteristics of the engineering target to be evaluated and the environmental temperature. The present application can efficiently complete damage evaluation of engineering targets under the action of long duration explosion shock waves through numerical simulation technology and algorithms without relying on physical tests.

The invention relates to a test system and method for characterization of a sympathetic detonation multi-physical coupling effect field, belongs to the technical field of near-field explosion impact tests, and solves the problem of inaccurate characterization of a charging sympathetic detonation effect field in the prior art. The device comprises a to-be-tested charging module, a fragment group size and quantity analysis module, a fragment group speed measurement module, an explosive shock wave overpressure test module and a sympathetic detonation visual characterization module, the fragment group size quantity analysis module is used for acquiring the load penetration perforation quantity and perforation area of the near-field fragment group; the explosion shock wave overpressure test module is used for testing a near-field explosion shock wave overpressure parameter; the fragment group speed measurement module is used for measuring near-field dense fragment group speed parameters; and the sympathetic detonation visualization characterization module is used for measuring the dynamic response process of the sympathetic detonation test. According to the invention, the test of the multi-physical coupling effect field in the charge sympathetic detonation process is realized.