27 results about "Wave pressure" patented technology

A whole ship strain field rapid reconstruction method using ship motion and discrete strain information can rapidly reconstruct a whole ship structure strain field through fusion analysis of ship motion information and finite discrete strain monitoring data, and provides a more reliable reference basis for ship structure safety assessment and auxiliary decision making. The method comprises the following steps: firstly, acquiring ship motion monitoring data, and establishing a wave time-frequency parameter inversion Kalman filtering model based on ship motion information; secondly, according to the wave height obtained through inversion, the wave pressure load on the surface of the ship body is solved by combining phase parameters and relative positions of the wave surface and the ship body; thirdly, establishing a whole ship structure strain field dynamic reconstruction artificial intelligence model fused with a physical information neural network-finite element method, and formulating a layout strategy of measuring points; and finally, performing network parameter optimization on the PINN-FEM strain field reconstruction model by using strain monitoring data of finite discrete measurement points, and improving the overall calculation precision of the model.

The invention relates to a double-pile foundation seabed dynamic response simulation method under the wave action based on a multi-physics field coupling model. According to the method, a Wave-Stratum-Seabed Interference (WSSI) model integrating wave-seabed-structure interaction is constructed, the interaction between waves and a double-pile foundation under different pile spacing ratios and incoming flow deflection angles is simulated on an OpenFOAM platform through a finite volume method (FVM), and then the dynamic response of a seabed is analyzed. The model comprises a wave sub-model and a seabed sub-model based on the Biot three-phase consolidation theory, and key parameters such as free surface rise, dynamic wave pressure, vertical pore water pressure, vertical effective normal stress and liquefaction depth can be accurately calculated. An effective simulation tool and method are provided for pile foundation design and safety evaluation in ocean engineering, optimization of the pile foundation layout is facilitated, and the stability of an ocean structure is 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 application discloses a kind of test device of simulating concrete damage under wave action and its using method, test device includes test box, water tank, water pump for conveying water and air pump for adjusting wave pressure in test box, the tank wall of test box is equipped with pressurizing port, air outlet and test box water inlet, air outlet is equipped with valve for opening and closing air outlet;The tank bottom of test box is equipped with test box water outlet and telescopic rod, the upper end of telescopic rod is equipped with water level sensor, pressure sensor and humidity sensor;The tank wall of water tank is equipped with water tank water inlet and water tank water outlet, test box water outlet is communicated with water tank water inlet by water pump, water tank water outlet is communicated with the water inlet of test box by water pump;Test box is equipped with controller for controlling air pump, telescopic rod, water level sensor, pressure sensor, humidity sensor, valve, water pump.This application can realize wave pressure and wave suction force on concrete damage effect, can be recycled, simple and convenient operation.

The present application relates to the technical field of structural response simulation, in particular to a ship container wave pressure intensity simulation method and system, in the present application, based on Fourier transform, frequency value, direction angle, energy coefficient, pressure amplitude and phase quantity are composed into a unified frequency domain vector, and the surface element pressure history is reconstructed by time step by time, so that the wave load is uniformly distributed in the spectrum domain phase, the frequency component phase superposition and the speed and heading offset are synchronously transmitted to each time point, the surface element pressure history and the sea state spectrum parameters are one-to-one corresponding, through the penalty function method, the displacement difference value and the allowable gap limit value are read at the node layer, the penalty coefficient is selected according to the constraint type to generate the penalty quantity, and the penalty quantity is superimposed to the node pressure record with the time step, the supporting, limiting and allowable movement state is quantified as the penalty term and is updated with the iteration increment, the constraint strength is uniformly controlled by the penalty coefficient grade table, and the working condition switching can reuse the grid and material input by replacing the matrix and penalty coefficient library.

The present invention provides an aerator status detection system and method, belonging to the field of electronic information engineering. The method comprises: obtaining an analog audio signal, a first electrical signal, and a second electrical signal; extracting a field audio feature through the analog audio signal, determining the synthetic acceleration of the float and the frequency of water wave pressure changes through the first electrical signal, and determining the oil content in the water through the second electrical signal; and determining that the aerator is faulty when the field audio feature or the synthetic acceleration and the frequency of water wave pressure changes are within a corresponding preset fault signal range, or when the oil content in the water is greater than or equal to a preset concentration. The operating status of the aerator is effectively identified and evaluated by using three different data types: acceleration, sound, and oil concentration. The detection information is rich, and multiple fault judgment criteria are provided. The fault detection accuracy is high. Once the aerator fails, it can be discovered in a timely manner and precise solutions can be implemented, effectively avoiding possible economic losses.

This invention provides a method and system for analyzing ship wind and wave loads and dynamic response under short-peak wave sea states. Based on the characteristic parameters of wind and waves under different sea states and the ship's motion parameters, a long-peak wave model is established. The first wave surface equation is calculated in ground coordinates, and then transformed to the ship's stable coordinate system using coordinate and frequency transformation methods to obtain a second wave surface equation applicable to the ship's surrounding environment. A wave pressure model caused by the waves is then established and corrected using the exponential decay method. Finally, a multi-wave superimposed wave pressure model is obtained through coordinate and frequency transformation methods and harmonic superposition analysis. Specific calculation methods are used to calculate the disturbance force and disturbance torque, enabling more accurate prediction of the ship's dynamic response in wind and waves and more accurate assessment of the take-off and landing safety of shipborne helicopters under high sea state conditions, effectively improving calculation accuracy.

This application provides a method and system for combined bank protection of the middle reaches of the Yangtze River under multi-source hydraulic coupling. The method includes: establishing a two-dimensional finite element model of the bank slope based on geological, hydrological, and design data of the slope location; obtaining measured rainfall and water level change data and applying them as boundary conditions to the bank protection structure of the two-dimensional finite element model of the slope, and calculating pore water pressure; calculating wave pressure on the slope; calculating the horizontal displacement and safety factor of the slope using different combined bank protection structures based on measured rainfall and water level change data, pore water pressure of the slope soil under rainfall-water level action, and wave pressure; and obtaining the bank protection method based on the clay layer thickness, horizontal displacement, and safety factor. This application considers the safety of the slope and bank protection under multi-source hydraulic coupling, and obtains accurate riverbank safety information through comparison, providing theoretical support for bank protection selection.

The present invention relates to a method for predicting the stability of weathered troughs in submarine tunnels under the action of typhoon waves. The working principle of this method is that when waves continuously act on the weathered trough soil mass, on the one hand, the wave pressure causes a landslide force in the weathered trough, and on the other hand, the self-weight of the weathered trough also constitutes a landslide force. The cyclic pressure causes the strength of the weathered trough soil mass to decay. The strength of the decayed soil mass has the ability to resist the landslide force and prevent the weathered trough from sliding. If the landslide resistance force is less than the landslide force, the weathered trough will experience a landslide and lose stability. The present invention has the advantages of simple structure, reliable results, and convenient use.

Disclosed in the present disclosure are a surface-acoustic-wave temperature and pressure sensing device and a manufacturing method thereof. The surface-acoustic-wave temperature and pressure sensing device includes a first high-temperature-resistant substrate and a second high-temperature-resistant substrate bonded together, where a recess is formed in the second high-temperature-resistant substrate to form a sealed cavity between the first high-temperature-resistant substrate and the second high-temperature-resistant substrate; first surface-acoustic-wave temperature sensors and surface-acoustic-wave pressure sensors are formed on a first surface of the first high-temperature-resistant substrate located in the cavity, and second surface-acoustic-wave temperature sensors are formed on a second surface of the first high-temperature-resistant substrate opposite the first surface; and the first surface-acoustic-wave temperature sensors, the second surface-acoustic-wave temperature sensors, and the surface-acoustic-wave pressure sensors are electrically connected to one another.

The efficient buffer structure comprises a plurality of single-layer buffer structures which are communicated with one another, the length directions of the single-layer buffer structures are arranged in the extending direction of the tunnel, the center lines of the single-layer buffer structures in the length direction are collinear, and the center lines of the single-layer buffer structures in the length direction are collinear. One end of a single-layer buffer structure is connected to the portal of the tunnel in a sealed mode and is in butt joint with a main body structure of the tunnel. A plurality of single-layer buffer structures are designed at the entrance and exit of the tunnel, or a buffer structure is additionally arranged on the basis of an existing buffer structure of the tunnel portal to carry out strengthening transformation, the compression wave head wave pressure time gradient can be reduced through the design, and then the tunnel portal micro-pressure wave is effectively relieved; therefore, a good tunnel pneumatic effect relieving effect is achieved.

The invention provides a Yangtze River midstream bank slope combined bank protection method and system under the multi-source hydraulic coupling effect. The method comprises the steps that a bank slope two-dimensional finite element model is established based on geological basic data, hydrological basic data and bank slope design data of the position where a bank slope is located; obtaining rainfall measured data and water level change measured data, applying the rainfall measured data and the water level change measured data to a bank protection structure of the bank slope two-dimensional finite element model as boundary conditions, and calculating to obtain pore water pressure; wave pressure of the bank slope is obtained through calculation; based on the rainfall measured data, the water level change measured data and the pore water pressure and the wave pressure of a bank slope soil body of the bank slope under the rainfall-water level effect, the horizontal displacement and the safety coefficient of the bank slope adopting different combined bank protection structures are calculated and obtained; and obtaining the bank slope bank protection method based on the clay layer thickness, the horizontal displacement and the safety coefficient. According to the method, the bank slope and bank protection safety conditions under the multi-source hydraulic coupling effect are considered, the accurate river bank safety condition is obtained through comparison and selection, and theoretical support is provided for bank protection selection.

This invention discloses a method for calculating the impact pressure of an open cavity entering the water under wave conditions, relating to the field of marine engineering technology. It is used to predict the entry process of an open cavity into the water. The method includes constructing a geometric model of the open cavity, constructing a wave field, simulating the motion of the target cavity entering and within the wave field, constructing the time-domain motion equation of the target cavity, solving the time-domain motion equation of the target cavity using numerical integration, calculating the hydrostatic pressure component, the impact pressure component, the air wave pressure component, and the wave-induced pressure component of the target cavity, and decoupling the calculation of the impact pressure based on these four sub-components. This invention improves the accuracy of calculating the impact pressure distribution and time history characteristics of an open cylindrical cavity under wave conditions by establishing a coupled dynamic model of the wave field and the entry process of the open cavity through a multi-phase coupling mechanism.

The invention provides a pressure and acceleration sensor frequency characteristic calibration combined device, which is characterized in that a turntable adopts a single air channel structure, when a pressure sensor is mounted in a mounting interface of a pressure chamber bracket, the turntable is a set of pressure sensor frequency characteristic calibration device, and when a piston assembly is mounted, the turntable is a set of acceleration sensor frequency characteristic calibration device. The two pressure sources are trapezoidal wave pressure sources, and the pressure rise time in the pressure chamber is consistent with the time from opening to complete opening of an air inlet of the pressure chamber, so that the excitation frequency and the static acceleration value are known quantities, and related parameters of phase-frequency characteristics and amplitude-frequency characteristics can be obtained from response waves. The piston assembly can measure the sensitivity of the acceleration sensor and the influence value of boundary conditions such as carrier mass and rigid connection strength under the simulation real condition. When the rotating disc air channel has a blocking section, pulse waves and platform acceleration waves can be generated and used for measuring the frequency characteristic of the acceleration sensor under the pulse excitation condition and the variable quantity of overshoot along with the excitation frequency.

The invention provides an aerator state detection system and method, and belongs to the field of electronic information engineering, and the method comprises the steps: obtaining an analog audio signal, a first electric signal and a second electric signal; field audio characteristics are extracted through the analog audio signals, the resultant acceleration and the water wave pressure change frequency of a floating ball are determined through the first electric signals, and the oil contamination content in water is determined through the second electric signals; and when the field audio frequency characteristic or the resultant acceleration and the water wave pressure change frequency are in a corresponding preset fault signal range, or the oil content in the water is greater than or equal to a preset concentration, determining that the aerator has a fault. The working state of the aerator is effectively recognized and evaluated through three different data of acceleration, sound and oil contamination concentration, detection information is rich, multiple fault judgment standards are provided, the fault detection accuracy is high, once the aerator breaks down, the aerator can be found in time, accurate solutions can be taken, and the working efficiency of the aerator is improved. And the possible economic loss is effectively avoided.

The invention discloses a planking wave load equivalent method for checking the overall strength of a floating facility, which comprises the following steps: according to wave load forecast values P0 (z) of different heights z of a planking above a waterline, calculating the wave load forecast values P0 (z) of the planking at different heights z of the planking above the waterline; a normal surface load P2 (z) of the outer side of the outer plate and a surface load component P3 (z) of the inner side of the outer plate in the-z direction are constructed, and the combined action effect of the P2 (z) and the P3 (z) on local structures such as aggregate, girder and adjacent bulkheads of the outer plate is consistent with that of the P0 (z). The resultant force of P2 (z) and P3 (z) is 0, and the method is suitable for boundary constraints of different forms of overall models. Loading commands of P2 (z) and P3 (z) are only related to the elevation z of the loading position, and the loading commands are simple. According to the outer plate wave load equivalent method for checking the overall strength of the floating facility, the overall structural strength of the cylindrical floating facility is reasonably checked to obtain the outer plate wave pressure above the waterline, and the accuracy of local structural strength checking is improved.

The application discloses a method for predicting the maximum depth of a cliff top crack of a sea cliff under extreme sea conditions, which comprises the following steps: obtaining the gravity of a cliff top structure; obtaining the height of the structure above the ground; obtaining the maximum wind speed; obtaining the wind force acting on the structure; obtaining the average water depth, wave height and wave duration in front of the sea cliff; obtaining the trough height, trough depth and sea cliff height of a sea erosion trough; calculating the average wave pressure of waves acting on the cliff face above the average water depth; calculating the seawater infiltration rate of the sea cliff soil; calculating the seawater infiltration distance of the sea cliff above and below the average water depth; obtaining the natural and saturated specific gravity of the cliff soil; obtaining the cohesion and internal friction angle of the cliff soil; calculating the seawater infiltration volume in the cliff; calculating the weight of the cliff after seawater intrusion; obtaining the cohesive friction strength of the cliff soil; obtaining the maximum crack depth provided by the cohesive friction strength and tensile strength; and calculating the maximum depth of the cliff top crack.

This invention provides a method for predicting the subsidence depth of a hard-shell layer under wave action, comprising the following steps: determining the thickness z1 of the hard-shell layer and the water depth d; determining the undrained shear strength c of the hard-shell layer soil. u Determine the unit weight γ1 of the hard shell and the unit weight γ2 of the underlying soft soil; determine the cohesion c of the underlying soft soil; determine the wave parameters at the hard shell under extreme sea states, including wave height H and wavelength L; determine the extreme pressure p0 exerted by waves on the hard shell; determine the average wave pressure p1 within the collapse area; determine the side length B of the collapse; determine the self-weight G of the hard shell collapse; determine the sinking depth h of the hard shell collapse under wave action.

The application provides a method for testing and calculating wave pressure of an inclined dam surface under the action of a landslide surge, comprising the following steps: (1) according to the Froude similarity criterion, a large-scale three-dimensional physical model containing complex terrain, a river channel, an inclined dam body and a hydraulic gate is constructed in proportion; (2) the hydraulic control system is used to simulate the landslide body entering water under different working conditions to carry out the test; (3) the test data are processed to obtain the characteristics that the wave pressure above the water surface sharply attenuates and the wave pressure below the water surface is relatively uniform; (4) a dimensionless mathematical model is established; (5) the test data of each working condition are substituted into the mathematical model to carry out multiple nonlinear regression analysis, and a calculation coefficient is fitted to finally establish an explicit calculation formula for calculating the maximum wave pressure of the inclined dam surface. The application solves the technical problem that the existing empirical formula is inaccurate in predicting the landslide surge wave pressure because it is based on a vertical dam body or a wind wave condition, and provides a reliable basis for evaluating the safety threat of the surge to the dam and the protection design.

The invention relates to a numerical prediction method, storage medium and equipment for the dynamic response of a flexible pipe body of a real-scale suspended tunnel under vertical-inclined combined anchor mooring, which belongs to the technical field of flexible pipe bodies of suspended tunnels. In order to solve the problem that the current model based on the freedom of both ends of the suspended tunnel ignores the significant influence of the end constraints on the mechanical behavior of the tunnel in actual engineering, and the relevant research is carried out on small-scale experimental models. The present invention first establishes a numerical environment model of wave-current coupling excitation and performs meshing, and then establishes a CFD numerical analysis model of the flexible pipe body of the suspended tunnel. The wave force is used as an external excitation. By solving the NS equation, the wave pressure and shear force distribution on the surface of the pipe body are calculated, which triggers the displacement change of the pipe body, thereby affecting the tensile state of the anchor cable and triggering the dynamic adjustment of the anchor cable tension. A dynamic connection is formed between the vibration of the pipe body and the anchor cable tension, and the anchor cable tension is updated in real time according to the relative displacement and velocity change of the pipe body, and the response numerical prediction is completed.

The invention relates to the technical field of structural response simulation, in particular to a ship container wave pressure intensity simulation method and system.According to the ship container wave pressure intensity simulation method and system, a frequency value, a direction angle, an energy coefficient, a pressure amplitude and a phase quantity form a unified frequency domain vector based on Fourier transform, and a surface element pressure history is reconstructed moment by moment according to a time step length; wave loads are distributed in a spectral domain phase consistent mode, frequency component phase superposition and navigational speed and course deviation are synchronously transmitted to all time points, surface element pressure courses correspond to sea condition spectrum parameters one by one, a displacement difference value and a permissible gap limit value are read on a node layer through a penalty function method, and the sea condition spectrum parameters are obtained; penalty coefficients are selected according to constraint types to generate penalty quantities, the penalty quantities are superposed to node pressure records along with time steps, supporting, limiting and allowable movement states are quantified into penalty terms and are updated along with iteration increments, constraint strength is uniformly controlled by a penalty coefficient grade table, and grids and material input can be reused only by replacing a matrix and a penalty coefficient library during working condition switching.

Provided is an artificial intelligence overtopping prediction device including first and second pressure measurement parts 103 and 105 configured to measure a collision pressure of waves colliding with a marine structure 10 and a pressure of waves introduced into a road surface 20, an overtopping alert part 109 configured to collect images around the overtopping prediction device 100 and output an alert sound, an information collection and control part 107 including a drone storage 170 configured to fly the drone 202, and a collection controller 160 configured to control the overtopping prediction device 100, receive and store the wave pressure information and the overtopping amount information, and transmit the information to an overtopping prediction system 500 to predict and generate overtopping prediction information, and a frame part 101 including a support frame 110. Also, disclosed herein is an overtopping prediction system using the artificial intelligence overtopping prediction device 100.

The invention discloses a method for calculating wave-current coupling force borne by an offshore wind power pile foundation. The method comprises the following steps that S1, environmental parameters and a structural state are monitored in real time through a sensor installed on the surface of the offshore wind power pile foundation; s2, constructing a wave calculation module; s3, constructing a stream calculation module; s4, wave pressure and fluid pressure borne by the offshore wind power pile foundation are calculated through a wave calculation module and a flow calculation module, and hydrodynamic pressure distribution under the wave-flow coupling effect is obtained; and S5, the obtained hydrodynamic pressure distribution is integrated, and the wave flow force borne by the offshore wind power pile foundation is obtained. According to the method, the calculation efficiency can be greatly improved while high precision is kept, the method is suitable for offshore buildings of various complex geometrical shapes, including but not limited to offshore wind power pile foundations, floating platforms and other ocean engineering structures, and reliable basis is provided for design and safety evaluation of the offshore wind power pile foundations.

This invention belongs to the field of ocean wave observation technology and discloses a wave parameter inversion method based on a pressure sensor array under strong tidal conditions. The method includes synchronously acquiring pressure time series and mean water depth of the pressure sensor array; constructing a dynamic localized tidal model for each sensor and generating tidal forecast sequences; calculating the common pattern of the tidal forecast sequences of all sensors in the array and subtracting it from the original data; then performing singular value decomposition on the subtracted data matrix to obtain a pure wave pressure signal; and using the array cross-spectrum matrix and fusing the main tidal current direction extracted from the local tidal model as a priori constraints, employing an iterative maximum likelihood method with a penalty function to invert the high-resolution wave direction spectrum. This invention can effectively separate wave signals under conditions of short observation sequences, strong tidal interference, and data discontinuity, completely preserving long-period wave information, eliminating tidal residual inconsistencies between sensors, and significantly improving the accuracy and stability of wave direction inversion.

The application belongs to the technical field of ocean wave observation, and discloses a wave parameter inversion method under strong tidal environment based on a pressure sensor array. The method comprises the following steps: synchronously collecting pressure time sequences and average water depths of the pressure sensor array; for each sensor, a dynamic localized tidal model is constructed and a tidal prediction sequence is generated; a common mode of tidal prediction sequences of all sensors of the array is calculated and deducted from original data, and a singular value decomposition is performed on the deducted data matrix to obtain pure wave pressure signals; based on an array cross-spectrum matrix and by fusing a tidal current main flow direction extracted from the local tidal model as a priori constraint, an iterative maximum likelihood method with a penalty function is used to invert a high-resolution wave direction spectrum. The application can effectively separate wave signals under the conditions of short observation sequences, strong tidal interference and data discontinuity, completely retain long-period wave information, eliminate tidal residual inconsistency between sensors, and significantly improve wave direction inversion accuracy and stability.

The application discloses a resonant cavity pressure feedback control method for infrasound wave generation and relates to the technical field of industrial control. The resonant cavity pressure feedback control method for infrasound wave generation comprises the following steps: S1, obtaining pre-wave cavity pressure observation data and performing time axis repositioning and period scale unification; S2, calculating a peak value phase difference, and evaluating pre-wave pressure window adaptation; S3, evaluating cavity pressure loss sequence deviation, and performing cavity pressure loss state feature matching; and S4, constructing a control direction matrix, writing a closed-loop control vector into a controller, and generating a lock identification. The application effectively improves the stability of resonant cavity pressure concentration, pressure relief control and frequency lowering in the infrasound wave generation process, and solves the problem that existing infrasound wave generating equipment can only rely on driving frequency or driving power adjustment, and it is difficult to determine whether an effective pressure window is formed in front of a quarter wavelength in the cavity.

This application relates to the field of drilling technology, specifically to a shale pressure transmission experimental device and its usage method. The device includes a core holder, a high-pressure fluid supply module connected to the upstream end of the core holder, an upstream loading module, a confining pressure loading module connected to the confining pressure chamber of the core holder, a vacuum pumping module connected to the core holder, and a downstream receiving module connected to the downstream end of the core holder. Specifically, the upstream loading module includes a wave loading component, which is used to superimpose a time-varying wave pressure onto the downstream pressure provided by the high-pressure fluid supply module, and apply the superimposed wave pressure to the upstream end of the core sample. This more closely resembles the actual drilling process, including mud pump pulsation, pump start-up and shutdown, and circulating pressure fluctuations, thereby improving the simulation capability of the shale pressure transmission experiment for the real downhole environment and enabling more accurate acquisition of the pressure transmission response law under wave pressure conditions.