Abstract: Provided are a device and a method for measuring fluid flow and pressure under a hyper-gravity environment. Two liquid reservoirs, a liquid level monitoring system, a flow monitoring system, a pumping system, and a pressure monitoring system are fixed to a base plate and disposed on a geotechnical centrifuge, where a flow pump is connected to an oil outlet of the geotechnical centrifuge; a pneumatic ball valve is provided with a gas source and connected to a gas outlet of the geotechnical centrifuge; and signals from the liquid level monitoring system, the flow monitoring system, the pumping system, and the pressure monitoring system are transmitted to a control center via a cable. The method includes: disposing the device on the geotechnical centrifuge, and acquiring fluid flow and pressure through the liquid level monitoring system and a pressure meter under a hyper-gravity environment.

Abstract: A test device for simulating tunneling of a dual-chamber slurry pressure balance (SPB) shield under a hyper-gravity includes a soil box, a shield body, a shield power system, and a slurry feed-discharge system. The shield body and the slurry feed-discharge system are fixed through a bottom plate, and placed on a geotechnical centrifuge; the soil box is connected to the shield power system through the shield body; the shield body is further connected to the slurry feed-discharge system; a front bulkhead is configured to divide a working chamber into a slurry chamber and an air cushion chamber; the shield power system is configured to drive a cutterhead to rotate, and to drive a main shaft to tunnel forward; and the slurry feed-discharge system is configured to feed slurry to the slurry chamber and the air cushion chamber and discharge muck.

Abstract: A stratum reinforcement modeling and analysis method for a shield tunnel crossing an existing structure is provided. Geological information and an engineering structure condition of the existing structure are acquired. Physical parameters of different soil mass layers are determined based on a laboratory test. A three-dimensional (3D) model is constructed. Mesh generation is performed on the 3D model defining a constraint for the 3D model. Model parameters are selected for the 3D model. A soil mass constitutive model is selected for the 3D model. Synchronous grouting simulation, construction load simulation and shield tunneling construction simulation are performed on the 3D model. Stratum parameters are changed to achieve stratum reinforcement modeling. Data analysis is performed by adopting different reinforcement schemes to achieve stratum reinforcement modeling and numerical analysis of the process of the shield tunnel crossing the existing structure.

Abstract: A method for calculating a cutterhead load during shield cutting of a diaphragm wall with a steel I-beam is provided. Numerical model parameters and operating state parameters of numerical simulation models are determined. The numerical simulation models are constructed. A disc cutter cutting linear velocity and a time interval between two adjacent disc cutter cutting actions are changed, and an interaction process between disc cutters varying in position on a cutterhead and the steel I-beam joint is simulated. Force-time mapping relationships of the disc cutters are outputted. Each disc cutter is numbered. A disc cutter database is constructed. The disc cutters are partitioned. Time parameters of each disc cutter are defined. A validity of the time parameters at a preset moment is evaluated. Valid time parameters are calculated. Vertical forces and rolling torques of the disc cutters with the valid time parameters are summed to calculate the cutterhead load.

Abstract: A shield cutterhead for cutting a diaphragm wall with steel I-beam comprises a cutterhead body, a plurality of main cutter beams, an auxiliary cutter beam, a central double-disc roller cutter, and a tool group. The central double-disc roller cutter is arranged at a center of a working face of the cutterhead body and connected to the plurality of main cutter beams. The plurality of main cutter beams are arranged radially along the cutterhead body. The auxiliary cutter beam is arranged between adjacent main cutter beams. The tool group is mounted on the plurality of main cutter beams and the auxiliary cutter beam. Each of the central double-disc roller cutter, the plurality of main cutter beams, and the auxiliary cutter beam are arranged in six different tiers from a center to an edge of the cutterhead body based on heights of the central double-disc roller cutter and the tool group.

Abstract: The disclosure discloses an electronic atomization device, including a housing, and an atomization unit and a baking unit which are disposed in the housing. The atomization unit includes a first airflow passage configured for bringing out an atomizing gas, and the baking unit includes a baking cavity configured for receiving and baking a solid smoke generating medium. The first airflow passage is communicated with the baking cavity to enable a mixture of a smoke with an atomizing gas. Through a combined use of the atomization unit and the baking unit, a comprehensive requirement of a user on taste and mouthfeel can be met.

Abstract: The disclosure discloses an electronic atomization device, including a housing, and an atomization unit and a baking unit which are disposed in the housing. The atomization unit includes a first airflow passage configured for bringing out an atomizing gas, and the baking unit includes a baking cavity. The atomization unit and the baking unit are disposed side by side in a transverse direction of the housing, and the first airflow passage is communicated with the baking cavity to enable a mixture of a smoke with an atomizing gas. Through a combined use of the atomization unit and the baking unit, a comprehensive requirement of a user on taste and mouthfeel can be met. Further, the atomization unit and the baking unit are disposed side by side in the transverse direction of the housing, such that the electronic atomization device is more compact in overall structure.

Abstract: A display panel and a display device are provided. The display panel includes a light-guiding component, a signal transmitter, and a sensor array. The signal transmitter is disposed on at least one edge of a first surface of the light-guiding component. A light-emitting surface of the signal transmitter is provided with a light-controlling component. The light-controlling component is configured to adjust a light-emitting angle of the signal transmitter, so that the modulated light emitted from the signal transmitter has a total reflection in the light-guiding component. The display panel further includes a middle frame and an ink layer. The ink layer is disposed between a side of the middle frame facing the light-guiding component and a second surface of the light-guiding component. The second surface is inclined to the first surface.

Abstract: A partially replaceable orthotropic steel bridge deck structure is provided, including a bridge deck laid on a top of a main girder along a longitudinal direction. The bridge deck includes a heavy-vehicle lane, a medium-vehicle lane, a light-vehicle lane and an emergency lane. A top plate structure of the bridge deck includes a first top plate and a second top plate. The heavy-vehicle lane includes a first diaphragm and the first top plate. A bottom of the first top plate is connected to a longitudinal rolled U-shaped rib arranged via a blind rivet. The medium-vehicle lane, the light-vehicle lane and the emergency lane each include a second diaphragm and the second top plate. A bottom of the second top plate is welded with a longitudinal cold-formed U-shaped rib. An erection method of such orthotropic steel bridge deck structure is also provided.

Abstract: The application provides a gas density relay with online self-check function and its check method, including a gas density relay body, a first pressure sensor, a second pressure sensor, a temperature sensor, a gas chamber, a pressure regulating mechanism, an online check contact signal sampling unit and an intelligent control unit. The air path of the pressure regulating mechanism is connected to the gas pressure chamber and the second pressure sensor; Pressure rise and fall can be regulated through the pressure regulating mechanism to make the gas density relay body contact action. The contact action is transmitted to the intelligent control unit through the online check contact signal sampling unit. The intelligent control unit detects the action value and/or return value of the contact signal of the gas density relay body according to the density value when the contact acts, and completes the check work without requiring maintainer to go to the site for check.

Abstract: A display panel and a display device are provided. A light-controlling component configured to adjust a signal transmitter is disposed on a light-emitting surface of the signal transmitter of the display panel, thereby allowing modulated light, emitted from the signal transmitter disposed at a predetermined included angle with respect to a bottom surface of a cover plate, to be totally reflected between a top surface and the bottom surface of the cover plate. Total reflection is interrupted at a position where a user's finger touches. Light is received and recognized by a plurality of light sensors on a sensor array after entering the display panel, thereby realizing under-display fingerprint recognition in a large area.

Abstract: A hypergravity model test device for simulating a progressive failure of a shield tunnel face, including a model box, a shield tunnel model, a servo loading control system and a data acquisition system. The servo loading control system includes a servo motor, a planetary roller screw electric cylinder and a loading rod. The data acquisition system includes a displacement transducer, an axial force meter, a pore pressure transducer, an earth pressure transducer and an industrial camera. The servo loading control system is connected to an excavation plate through the loading rod to control the excavation plate to move back and forth along an axial direction of the shield tunnel model at a set speed to simulate failure of the shield tunnel face. A method for simulating a progressive failure of a shield tunnel face is also provided.

Abstract: A display panel and a display device are provided. A light-controlling component configured to adjust a signal transmitter is disposed on a light-emitting surface of the signal transmitter of the display panel, thereby allowing modulated light, emitted from the signal transmitter disposed at a predetermined included angle with respect to a bottom surface of a cover plate, to be totally reflected between a top surface and the bottom surface of the cover plate. Total reflection is interrupted at a position where a user's finger touches. Light is received and recognized by a plurality of light sensors on a sensor array after entering the display panel, thereby realizing under-display fingerprint recognition in a large area.

Abstract: The present invention proposes a method for identifying the spatial-temporal distribution of the vehicle loads on a bridge based on the DenseNet. The method includes five steps: firstly, mounting a plurality of cameras in different positions of a bridge, acquiring images of the bridge from different directions, and outputting video images with time tags; secondly, acquiring multichannel characteristics of vehicles on the bridge by using DenseNet, including color characteristics, shape characteristics and position characteristics; thirdly, analyzing the data and characteristics of the vehicles from different cameras at a same moment to obtain vehicle distribution on the bridge at any time; fourthly, continuously monitoring the vehicle distribution in a time period to obtain a vehicle load situation on any section of the bridge; and finally, integrating the time and space distribution of the vehicles to obtain spatial-temporal distribution of the bridge.

Abstract: The application provides a gas density relay with online self-check function and its check method, including a gas density relay body, a first pressure sensor, a second pressure sensor, a temperature sensor, a gas chamber, a pressure regulating mechanism, an online check contact signal sampling unit and an intelligent control unit. The air path of the pressure regulating mechanism is connected to the gas pressure chamber and the second pressure sensor; Pressure rise and fall can be regulated through the pressure regulating mechanism to make the gas density relay body contact action. The contact action is transmitted to the intelligent control unit through the online check contact signal sampling unit. The intelligent control unit detects the action value and/or return value of the contact signal of the gas density relay body according to the density value when the contact acts, and completes the check work without requiring maintainer to go to the site for check.

Abstract: A structural vibration monitoring method based on computer vision and motion compensation provided in the present disclosure adopts a dual-camera system for self-motion compensation. The dual-camera system consists of a primary camera and a secondary camera rigidly connected to each other. The primary camera directly measures a structure displacement. This method inevitably includes an error generated due to motion of the primary camera. Meanwhile, the secondary camera measures displacements of translation and rotation, so as to estimate a measurement error caused by the motion of the primary camera. Then, with the displacement directly measured by the main camera minus the measurement error, a corrected structure displacement is obtained, thereby truthfully and accurately monitoring vibrations of a bridge structure.

Abstract: Disclosed is a method for monitoring ground settlement based on computer vision. Before monitoring starts, the first image frame is captured. For one measuring point, the area of the top LED lamp is defined as a tracking template, its pixel center is the reference point for settlement calculation, and a monitoring area is defined by an estimated range. After monitoring starts, the best matched of the lamp template is searched for in the monitoring area of a second image frame. When the best matched area is obtained, its pixel center is obtained as the new lamp position, and it is selected as the new template; the pixel displacement between two adjacent image frames can be obtained by comparison. The total pixel displacement of multiple points during the monitoring period is calculated through the accumulated displacement, and the actual settlement is calculated through a pixel-physical ratio.

Abstract: A method for modal analysis of bridge structures based on surveillance videos is provided. A plurality of continuous cameras are utilized for realizing high-precision surveillance for the structure of the bridge. Firstly, a plurality of regions are selected in the viewing angle of each of the cameras, and a conversion relation between images of the regions and actual displacements is calculated; next, displacements on the images shot by the cameras are converted into actual displacements of targets, so as to obtain displacements of the targets relative to the cameras; displacements of the adjacent cameras are sequentially passed according to a difference value from the ground of an abutment, so as to obtain displacements of all camera bodies; and finally, the displacements of all the targets relative to the ground of the abutment are calculated, and the structural mode of the bridge is calculated.

Abstract: A hypergravity model test device for simulating a progressive failure of a shield tunnel face, including a model box, a shield tunnel model, a servo loading control system and a data acquisition system. The servo loading control system includes a servo motor, a planetary roller screw electric cylinder and a loading rod. The data acquisition system includes a displacement transducer, an axial force meter, a pore pressure transducer, an earth pressure transducer and an industrial camera. The servo loading control system is connected to an excavation plate through the loading rod to control the excavation plate to move back and forth along an axial direction of the shield tunnel model at a set speed to simulate failure of the shield tunnel face. A method for simulating a progressive failure of a shield tunnel face is also provided.

Abstract: A method for modal analysis of bridge structures based on surveillance videos is provided. A plurality of continuous cameras are utilized for realizing high-precision surveillance for the structure of the bridge. Firstly, a plurality of regions are selected in the viewing angle of each of the cameras, and a conversion relation between images of the regions and actual displacements is calculated; next, displacements on the images shot by the cameras are converted into actual displacements of targets, so as to obtain displacements of the targets relative to the cameras; displacements of the adjacent cameras are sequentially passed according to a difference value from the ground of an abutment, so as to obtain displacements of all camera bodies; and finally, the displacements of all the targets relative to the ground of the abutment are calculated, and the structural mode of the bridge is calculated.