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1693results about "Material strength using single impulsive force" patented technology

Determination apparatus and determination method for concrete impact flexural-tensile injury based on non-equilibrium state

InactiveCN104913985AOvercoming the difficulty of measuring the transmitted wave in the testReduce mistakesMaterial strength using single impulsive forceData acquisitionEquilibrium constant
The present invention discloses a determination apparatus for concrete impact flexural-tensile injury based on non-equilibrium state. The determination apparatus is characterized by comprising a gas gun, a bullet, an incident rod, a transmission rod, a strain sheet, a bridge box and a data acquisition system connected with a computer, wherein the strain sheet is adhered on the middle portion of the incident rod and is connected with the data acquisition system through the bridge box, the incident rod and the transmission rod are respectively provided with a sleeve head, the sleeve heads are respectively provided with a pad block, and a concrete specimen is sandwiched between the pad blocks on the two rods. With the determination apparatus and the determination method of the present invention, the concrete injury theory is introduced into the flexural concrete determination under impact load, such that the difficulty that the flexural concrete injury time is short under the impact load is overcome, and the relationship curve between the tensile strength and the injury time during the concrete flexibility is obtained; and the difficult problem that the transmitted wave is difficult to determine through the test is overcome, and the error is substantially reduced during the wave superimposing.
Owner:POWERCHINA XIBEI ENG +1

Helmet blastometer

A helmet blastometer for characterizing the direction, speed, magnitude, and duration of a blast event to determine the likelihood of blast-induced traumatic brain injury (biTBI). A set of external sensors, each having one or more time of arrival (TOA) gages, is mounted at various positions on a rigid outer shell of the helmet. Each external sensor includes a first TOA gage that produces a TOA signal in response to a fast rising blast induced positive pressure change above a predetermined threshold. These positive pressure change TOA signals are received by a receiver and analyzed to determine direction, speed, and magnitude of a blast. At least one of the external sensors may also include a second TOA gauge that produces a TOA signal in response to a negative pressure change below a predetermined threshold. The positive and negative pressure change TOA signals from the same external sensor are used by the receiver processor to determine blast duration. In another embodiment, a second set of internal contact pressure sensors is connected to an inner liner of the helmet to detect contact pressure on a user's head. Preferably, the receiver processor determines that a biTBI has likely been sustained by when one or more of the blast direction, speed, magnitude and contact pressure has satisfied a predetermined biTBI threshold, upon which a biTBI warning indicator may be triggered.
Owner:LAWRENCE LIVERMORE NAT SECURITY LLC

Test bed for testing integrated mechanical properties of anchor rod and test method

The invention relates to the technical field of mine support, and particularly relates to a test bed for testing integrated mechanical properties of an anchor rod and a test method. The test bed comprises a pushing and mixing test mechanism, an installation pretension test mechanism, a bending load test mechanism, an axial load test mechanism, a shearing load test mechanism and an impact load test mechanism, wherein the pushing and mixing test mechanism and the installation pretension test mechanism are arranged on an installation test bed, and the bending load test mechanism, the axial load test mechanism, the shearing load test mechanism and the impact load test mechanism are arranged on a work test bed. By using the test bed, the installing and working process of the anchor rod can be simulated in a laboratory, and one or multiple combined external forces such as torsion, stretching, bending, shearing and impact are applied to the anchor rod; and mutually independent loading systems are adopted to apply corresponding loads to the anchor rod, so as to carry out independent experiments of various loads in the installing and working process of the anchor rod or a combined loading test of a plurality of any working stresses such as stretching, shearing and impact caused by installation stress and surrounding rock deformation, thereby effectively testing the integrated mechanical properties of the anchor rod under the combined action of various different external forces.
Owner:CCTEG COAL MINING RES INST

Triaxial impact ground pressure true simulation test system

The invention discloses a triaxial impact ground pressure true simulation test system. The triaxial impact ground pressure true simulation test system is characterized by comprising a flexible loading unit, a confining pressure loading unit and an impact loading unit, wherein the flexible loading unit is used for applying vertical pressure on a test piece through a loading oil cylinder and a counterforce steel strand, the confining pressure loading unit is used for enabling the test piece to be under the condition of triaxial stress, the impact loading system is used for applying impact load on the test piece, the test piece is destroyed under the conditions of high stress and impact disturbance, the strength of the test piece is reduced, the test piece generates a certain displacement, in the process, the counterforce steel strand in the flexible loading unit is used for quickly supplementing load to the test piece, and further the extrusion and the action of external surrounding rocks to coal and rock masses are simulated. The triaxial impact ground pressure true simulation test system can be used for well simulating the occurring conditions of impact ground pressure, and the triaxial loading conditions are especially applicable to the simulation of gravity type impact ground pressure in a mining roadway.
Owner:SHANDONG UNIV OF SCI & TECH
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