A simulation test method for gas extraction from a tectonically-deformed coal seam in-situ by depressurizing a horizontal well cavity. A coal series stratum structure reconstruction and similar material simulation subsystem simulates a tectonically-deformed coal reservoir. A horizontal well drilling and reaming simulation subsystem constructs a U-shaped well in which a horizontal well adjoins a vertical well, and performs a reaming process on a horizontal section thereof. A horizontal well hole-collapse cavity-construction depressurization excitation simulation subsystem performs pressure-pulse excitation and stress release on the horizontal well, and hydraulically displaces a coal-liquid-gas mixture such that the mixture is conveyed towards a vertical well section. A product lifting simulation subsystem further pulverizes the coal and lifts the mixture. A gas-liquid-solid separation simulation subsystem separates the coal, liquid and gas. A monitoring and control subsystem detects and controls the operation and the execution processes of equipment in real time.

A MEMS microforce sensor for high temperature nanoindentation is used for determining a mechanical property of a sample by sensing a deflection and measuring a force. The MEMS microforce sensor includes at least a cold movable body, a heatable movable body, a heating resistor and capacitor electrodes. The cold movable body and the heatable movable body are mechanically connected by at least one bridge and the capacitor electrodes measure a force applied on the sample by sensing the deflection of the cold movable body relative to the outer frame by a change of electrical capacitance.

Apparatus and methods of evaluating brittleness by measuring force applied to an electrode specimen by simulating a wound state of a jelly-roll type electrode assembly are disclosed herein. In an embodiment, a brittleness evaluation apparatus includes a jig unit, a driving unit, and a measurement analyzing unit. The jig unit includes two jigs, a groove formed between the jigs, a pressing plate, and guides. The jigs facing each other and have top surfaces formed in a horizontal plane and configured to receive a specimen arranged on the top surfaces along a length direction extending between and along the top surfaces. The pressing plate is arranged perpendicular to the length direction and configured to cause the specimen to bend by descending into the groove. The guides are located on each of the top surfaces of the jigs and configured to prevent distortion of the specimen during descent of the pressing plate.

This invention provides cement-based material system for the self-sensing of the force (compressive, tensile, flexural, shear, torsional, and combinations thereof) exerted on the cement-based material. It also provides cement-based material system for weighing and a method of the self-sensing. No particular admixture is required in the cement-based material. The measurement involves using two electrodes on the same surface of the cement-based material. The force to be sensed is exerted on the cement-based material, particularly on a part of the material surface between the electrodes. The capacitance measured between the two electrodes serves as an indicator of the force. This invention also provides a method of the self-sensing of force exerted on a cement-based material. The method involves positioning two electrodes on the cement-based material and measuring the capacitance between these electrodes while force is applied to the cement-based material, particularly on a part of the material surface between the electrodes.

An example flexible substrate testing system includes: a first substrate support structure configured to hold stationary a first portion of a flexible substrate under test; a second substrate support structure configured to hold a second portion of the flexible substrate; an actuator configured to move the second substrate support structure to fold the flexible substrate and to unfold the flexible substrate; and a load cell configured to measure a load on the flexible substrate.

A whole-vehicle-based method for evaluating extreme pressure and antiwear properties of grease includes injecting the grease onto a key bearing pin and causing the engineering machine to operate without load is disclosed. The method includes causing the engineering machine to operate under a load of 10% to 150% rated load at least once, viewing and analyzing a wear condition of a surface of the bearing pin, and issuing a whole-vehicle-based evaluation report of extreme pressure and antiwear properties of grease. The engineering machine is caused to operate once under a load of 10% to 150% rated load for 0.5 min to 100 h.

A high-throughput and small size samples tension, compression, bending test system is disclosed. The system includes a computer unit, a motor and a number of the sample testing modules mounted horizontally or perpendicular to that ground on a workbench. The sample testing modules include a sample testing modules base plate fixedly attached to the workbench, and a ball screw, a displacement sensor, a moving beam, a clamp unit, a linear moving platform unit and a force value sensor arranged on the sample testing modules base plate. A number of the sample testing modules are arrange in parallel on the workbench or uniformly distributed in a circumferential direction with a point on the workbench as a circular center.

This invention provides cement-based material system for the self-sensing of the force (compressive, tensile, flexural, shear, torsional, and combinations thereof) exerted on the cement-based material. It also provides cement-based material system for weighing and a method of the self-sensing. No particular admixture is required in the cement-based material. The measurement involves using two electrodes on the same surface of the cement-based material. The force to be sensed is exerted on the cement-based material, particularly on a part of the material surface between the electrodes. The capacitance measured between the two electrodes serves as an indicator of the force. This invention also provides a method of the self-sensing of force exerted on a cement-based material. The method involves positioning two electrodes on the cement-based material and measuring the capacitance between these electrodes while force is applied to the cement-based material, particularly on a part of the material surface between the electrodes.

An example flexible substrate testing system includes: a first substrate support structure configured to hold stationary a first portion of a flexible substrate under test; a second substrate support structure configured to hold a second portion of the flexible substrate; an actuator configured to move the second substrate support structure to fold the flexible substrate and to unfold the flexible substrate; and a load cell configured to measure a load on the flexible substrate.

A system of monitoring vibration of a blasting model test for a jointed rock mass and a method are provided. The system includes: a loading subsystem for three-way load, a model-surface blasting-vibration acquisition subsystem, and a model-interior dynamic stress-strain acquisition subsystem. The system and the method are provided, and a blasting model for a transparent jointed rock mass and a monitoring method that are obtained can analyze the influence of a joint inclination angle on propagation and attenuation laws of blasting stress waves in the jointed rock mass, and can analyze the influence of different millisecond blasting modes on the stability of an existing tunnel in the jointed rock mass, and can capture a real-time dynamic evolution process of cracks. The stress and strain measurement technologies used can perform omnibearing monitoring and recording for large deformations of surrounding rock under blasting load, and can resist the electromagnetic interference.