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64 results about "Wall stress" patented technology

The dilated ventricle requires more wall stress in the wall to generate the same pressure. The wall stress, here the left ventricle's wall stress, is produced by the force acting against the myocardial cells. This wall stress is directly proportional to left ventricle's pressure and radius.

Intramyocardial patterning for global cardiac resizing and reshaping

ActiveUS20080065048A1Thickening myocardiumReducing systolic volumeInfusion syringesHeart valvesVentricular dysrhythmiaCardiac wall
Cardiomyopathy may be treated by distributing space-occupying agent within the myocardium in a pattern about one or more chambers of the heart, such that the space-modifying agent integrates into and thickens at least part of the cardiac wall about the chamber so as globally to reduce wall stress and stabilize or even reduce chamber size. Some patterns also cause a beneficial global reshaping of the chamber. These changes occur quickly and are sustainable, and have a rapid and sustainable therapeutic effect on cardiac function. Over time the relief of wall stress reduces oxygen consumption and promotes healing. Moreover, various long-term therapeutic effects may be realized depending on the properties of the space-occupying agent, including combinations with other therapeutic materials. Specific cardiac conditions treatable by these systems and methods include, for example, dilated cardiomyopathy (with or without overt aneurismal formations), congestive heart failure, and ventricular arrhythmias. Patterns of distribution of space-occupying agent within the myocardium for global resizing may also be used or augmented to treat localized conditions such as myocardial infarctions, overt aneurysm of the ventricular wall as typically forms in response to large transmural myocardial infarctions, and mitral regurgitation due to a noncompliant mitral valve. These techniques may also be used to treat localized conditions that may not yet have progressed to cardiomyopathy.

Horizontal hole ground stress measurement device based on BWSRM (Borehole Wall Stress Relief Method) principle

The invention relates to a horizontal hole ground stress measurement device based on a BWSRM (Borehole Wall Stress Relief Method) principle, which is used for the technical field of measurement of stress of rocks in an underground cavity or a mine opening. The horizontal hole ground stress measurement device comprises a sealed cable joint, a stress measurement main working part, a multiway stress measuring instrument, a measurement control unit and a detection part, wherein the sealed cable joint is connected with the front end of the stress measurement main working part to be used as an output port for a power cable and a communication cable of the integral device; the stress measurement main working part is sequentially connected with the multiway stress measuring instrument, the measurement control unit and the detection part; the multiway stress measuring instrument is used for recording variation of stress on a working surface in the process that a thin-walled diamond core drill implements ring-shaped cutting on surrounding rocks of the hole wall of a borehole; and the detection part is used for observing and recording the quality condition of the hole wall of the borehole in the process of propelling integral equipment into the horizontal borehole to a working hole depth and providing reference basis for a local hole section which is selected to be subjected to stress relief. According to the invention, the integral measuring process is controlled sufficiently by an electromechanical integration technology through adopting a main control module; and test reliability and measurement accuracy can be greatly improved. The horizontal hole ground stress measurement device is convenient to carry and apply in the field and easy to operate in the field and can carry out three-dimensional ground stress actual measurement easily.
Owner:SHANGHAI JIAO TONG UNIV

Intramyocardial patterning for treating localized anomalies of the heart

Cardiomyopathy may be treated by distributing space-occupying agent within the myocardium in a pattern about one or more chambers of the heart, such that the space-modifying agent integrates into and thickens at least part of the cardiac wall about the chamber so as globally to reduce wall stress and stabilize or even reduce chamber size. Some patterns also cause a beneficial global reshaping of the chamber. These changes occur quickly and are sustainable, and have a rapid and sustainable therapeutic effect on cardiac function. Over time the relief of wall stress reduces oxygen consumption and promotes healing. Moreover, various long-term therapeutic effects may be realized depending on the properties of the space-occupying agent, including combinations with other therapeutic materials. Specific cardiac conditions treatable by these systems and methods include, for example, dilated cardiomyopathy (with or without overt aneurismal formations), congestive heart failure, and ventricular arrhythmias. Patterns of distribution of space-occupying agent within the myocardium for global resizing may also be used or augmented to treat localized conditions such as myocardial infarctions, overt aneurysm of the ventricular wall as typically forms in response to large transmural myocardial infarctions, and mitral regurgitation due to a noncompliant mitral valve. These techniques may also be used to treat localized conditions that may not yet have progressed to cardiomyopathy.
Owner:CARDIOPOLYMERS +2

Device and method for detecting coal seam gas pressure and coal wall stress

InactiveCN101446193AReduce stress recovery timePrevent air leakageSurveyMining devicesMicrocontrollerDisplay device
The invention relates to a device and a method for detecting coal seam gas pressure and coal wall stress. The detection device comprises a pressure detector and a stress detector which penetrate the rock layer to be positioned in a drilled hole on a coal wall and an analog-to-digital converter, a monolithic processor and a display which are arranged outside the drilled hole on the coal wall, and the detection method comprises the following steps: a hole is drilled on a coal seam, the pressure detector and the stress detector are transported inside the drilled hole and respectively used for detecting the gas pressure inside the coal seam and the coal wall stress, wherein, the pressure detector transforms the detected information into a standard current signal, the stress detector transforms the detected information into a voltage signal for amplification, and the current signal and the voltage signal are transmitted to the outside of the drilled hole through wires, and are transformed into digital signals through the analog-to-digital converter; and after program operation and processing of the monolithic processor, the numerical values of the coal seam gas pressure and the coal wall stress can be displayed on the display screen. Therefore, not only the measurement time of the coal seam gas pressure can be greatly shortened, but also the technical requirements for hole sealing are lowered, and the cost is saved.
Owner:CHINA UNIV OF MINING & TECH

Self-propelled diameter-variable stress rosette pasting device used for geostress measuring

The invention discloses a self-propelled diameter-variable stress rosette pasting device used for geostress measuring and relates to the technical field of surveying of geological and mineral energy resources and geotechnical engineering. The self-propelled diameter-variable stress rosette pasting device comprises an orientor, an automatic climbing system, a colloid storing and extruding mechanism, a stress rosette fixing and pasting mechanism and a drive-by-wire operator controlling the automatic climbing system, and the orientor, the automatic climbing system, the colloid storing and extruding mechanism and the stress rosette fixing and pasting mechanism are connected sequentially. By the self-propelled diameter-variable stress rosette pasting device, functions of mounting-in-place and pasting of strain gauges in the process of geostress testing through a hole wall stress relieving method can be realized, the problems that a strain meter is complex in mounting process and low in success rate, testing depth is limited by length of a mounting guide rod and the like when a conventional hollow inclusion method is adopted for geostress measuring are solved effectively, application range of the hole wall stress relieving method for geostress measuring is expanded, and testing efficiency is improved. The self-propelled diameter-variable stress rosette pasting device has the advantages of low testing cost, convenience in carrying, simplicity and convenience in on-site operation and the like.
Owner:ANHUI UNIV OF SCI & TECH

Deep foundation pit enclosure wall stress deformation quick calculating method in consideration of wall soil coupling

The invention provides a deep foundation pit enclosure wall stress deformation quick calculating method in consideration of wall soil coupling; and the method fully considers a coupling relation of wall soil deformation in the foundation pit excavation unloading process, and has the advantages of high calculating efficiency, more accordance with actual conditions and the like. The method comprisesthe following steps: (1) an elastic foundation beam model is built (an elastic beam is adopted to simulate a ground continuous wall, a spring unit is adopted to simulate a support, a soil spring unitis adopted to simulate in-pit soil, and the soil pressure adopts a non-limit soil pressure model), and related calculating parameters are determined; (2) the after-wall soil pressure distribution iscalculated (the supposed wall deformation is firstly calculated as zero); (3) a stress balance equation of the ground continuous wall is calculated to obtain corresponding wall deformation; (4) wall deformation errors calculated by two times are judged to restrain to a set value; and if requirements are not met, the steps (2) to (4) are repeated until the errors are restrained to the set value toobtain a final wall deformation value; and (5) the wall bending moment and shearing force and the after-wall soil pressure distribution are calculated based on the wall deformation value.
Owner:SHANGHAI JIAO TONG UNIV

Stress peak detection method through laser shock peening hole wall

The invention provides a stress peak detection method through a laser shock peening hole wall. The stress peak detection method comprises the following steps that a finite element model of the laser shock peening hole is established; simulation calculation is performed; a laser loading curve is determined according to the laser shock process parameters; a shock trajectory path is set; a simulation calculation module is started; hole opening finite element simulation is started; laser shock peening simulation is performed on the acting area of laser shock, and then hole opening simulation is performed on the shock center area; the laser shock process parameters are changed and the steps are repeated; a relation curve between the residual stress and the hole wall stress peak of the hole wall surface theory is drawn; the sample is prepared, and laser shock peening processing and hole opening are performed on the sample; the surface residual stress of the hole of the sample is measured for statistical analysis; and the actual residual stress peak of the hole wall is estimated. The surface residual stress near the hole angle can be measured according to the relation curve between the laser shock peening surface residual stress near the hole angle and the hole wall stress peak.
Owner:东台城东科技创业园管理有限公司

Pressure regulation type children pigeon breast appliance

InactiveCN104970910AEasy to adjust the degree of compressionAvoid damageOrthopedic corsetsPigeon breastEngineering
The present invention relates to a pressure regulation type children pigeon breast appliance. The pressure regulation type children pigeon breast appliance is provided with a chest orthopedic stand, a fixing strap, a pressure fixing plate, a pressure monitoring gauge, fixing tying belts, tying belt fixing buttons and fixing shoulder straps, wherein two ends of the fixing strap are connected with the fixing tying belts, two ends of the chest orthopedic stand are connected with the tying belt fixing buttons, the tying belt fixing buttons coordinate with the fixing tying belts, the fixing shoulder straps are connected between the chest orthopedic stand and the fixing strap, inner sides of both the chest orthopedic stand and the fixing strap are provided with liners, the pressure monitoring gauge is disposed at an outer side face of the chest orthopedic stand, the pressure fixing plate is disposed at the inner side face of the chest orthopedic stand, and a thin film pressure sensor is disposed on the inner surface of the pressure fixing plate. The pressure regulation type children pigeon breast appliance has the advantages that the orthopedic pressure can be displayed and is adjustable, chest wall stressed situations can be monitored, the chest wall pressure degree can be conveniently adjusted, and tissue injuries caused by excessive pressure are prevented.
Owner:XIN HUA HOSPITAL AFFILIATED TO SHANGHAI JIAO TONG UNIV SCHOOL OF MEDICINE
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