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公开(公告)号：US12092564B2
公开(公告)日：2024-09-17
申请号：US18620331
申请日：2024-03-28
CPC分类号： G01N19/04 , G01N3/04 , G01N3/24 , G01N33/24 , G01N33/0003 , G01N2203/0023 , G01N2203/0025 , G01N2203/0091 , G01N2203/0252 , G01N2203/0423
摘要： A loading frame for fiber reinforced polymer (FRP)-concrete bond tests includes a standing guide tower, a base section, and a loading beam. The standing guide tower is perpendicularly mounted to the base section. A testing load is applied to the loading beam when performing a series of FRP-concrete bond tests. A sliding end of the loading beam is positioned into a channel within the standing guide tower allowing the loading beam to be positioned at a preferred height. The engagement between the loading beam and the standing guide tower reduces secondary forces. The loading frame is mobile and may also be used with existing testing devices and systems used to perform the series of FRP-concrete bond tests.
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公开(公告)号：US20240248023A1
公开(公告)日：2024-07-25
申请号：US18620331
申请日：2024-03-28
CPC分类号： G01N19/04 , G01N3/04 , G01N3/24 , G01N33/24 , G01N2033/0003 , G01N2203/0023 , G01N2203/0025 , G01N2203/0091 , G01N2203/0252 , G01N2203/0423
摘要： A loading frame for fiber reinforced polymer (FRP)-concrete bond tests includes a standing guide tower, a base section, and a loading beam. The standing guide tower is perpendicularly mounted to the base section. A testing load is applied to the loading beam when performing a series of FRP-concrete bond tests. A sliding end of the loading beam is positioned into a channel within the standing guide tower allowing the loading beam to be positioned at a preferred height. The engagement between the loading beam and the standing guide tower reduces secondary forces. The loading frame is mobile and may also be used with existing testing devices and systems used to perform the series of FRP-concrete bond tests.
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公开(公告)号：US20240118177A1
公开(公告)日：2024-04-11
申请号：US17469419
申请日：2021-09-08
申请人： UT-Battelle, LLC
CPC分类号： G01N1/2202 , G01N1/2211 , G21C17/06 , G01N2001/2223 , G01N2203/0019 , G01N2203/0021 , G01N2203/0023 , G01N2203/0025
摘要： A system for sampling aerosols, for purpose of predictive analyses, from fractured test specimens is provided. The system includes a test enclosure, a load apparatus, and an aerosol sampling pack in fluid communication with the test enclosure. The test enclosure is sized to partially or completely receive the test specimen therein, and the load apparatus is configured to impart a mechanical load (e.g., tension, bending, torsion, shear forces, or compression) on the test specimen. The aerosol sampling pack receives solid aerosols that are generated upon fracture of the test specimen.
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公开(公告)号：US20180202911A1
公开(公告)日：2018-07-19
申请号：US15742059
申请日：2016-06-21
申请人： CZECH TECHNICAL UNIVERSITY IN PRAGUE, FACULTY OF CIVIL ENGINEERING , THE REGENTS OF THE UNIVERSITY OF CALIFORNIA
发明人： Josef ZAK , Jonh HARVEY , James SIGNORE
CPC分类号： G01N3/24 , G01N3/04 , G01N2203/0025 , G01N2203/0222 , G01N2203/0274 , G01N2203/0435
摘要： A device for measuring shear properties of asphalt mixtures includes a machine for testing the material strength, equipped with an operational frame, fixing elements and driving mechanism, the machine including a steel socket equipped at at least one of a bottom and a top edge thereof with an inner flange to accommodate a testing specimen, the testing specimen having a central open hole, and a steel insert adapted to be inserted into the open hole in the testing specimen, the steel insert being equipped with a rim at at least one of an end thereof at the top edge of the steel socket and at end thereof at the bottom of the steel socket, while a size of a clearance between the inner flange and the rim being between 5 to 60 mm, and the steel insert being equipped with elements for fixing to clamping elements of the device, and measuring probes being connected to the steel insert.
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公开(公告)号：US09958365B2
公开(公告)日：2018-05-01
申请号：US15505929
申请日：2015-07-24
发明人： Kai Heinlein , Arnold Mager , Rosemarie Wagner
CPC分类号： G01N3/068 , G01N3/08 , G01N3/24 , G01N2203/0017 , G01N2203/0025 , G01N2203/0254 , G01N2203/0282 , G01N2203/0641 , G01N2203/0647 , G01N2203/0682
摘要： A method for determining material parameters includes applying a character grid over a planar sample, clamping the planar sample in a frame in accordance with directions of orthotropy of the planar sample; collecting a first set of data that describes a first position of the character grid; applying predetermined normal and shear stresses to the planar sample thereby bringing the planar sample into a deformed state and changing the position of the character grid; collecting a second set of data that describes a second position of the character grid, determining a relative position change of the character grid by correlating the collected first set of data and the second set of data; determining a relative displacement and a current distortion state of the planar sample; determining a deformation equilibrium of the deformed state of the planar sample; and calculating the material parameters from the deformation equilibrium.
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6.发明申请公开(公告)号：US20170315037A9
公开(公告)日：2017-11-02
申请号：US14860647
申请日：2015-09-21
发明人： Haiying Huang , Hao Jiang
CPC分类号： G01N3/24 , A61B5/0024 , A61B5/1038 , A61B5/6807 , A61B5/6892 , A61B5/7225 , A61B5/7228 , A61B2562/0252 , A61B2562/04 , A61B2562/12 , G01L5/0038 , G01L19/086 , G01N2203/0025 , H01Q21/065
摘要： Shear force and pressure on a structure are simultaneously monitored using signals received from sensors with antennas on the structure. For example, sensors and systems for monitoring shear force and pressure have applications including ulcer prevention associated with structures including shoes, prosthetics, wheel-chairs, and beds of bed-bound patients.
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7.发明申请公开(公告)号：US20170284911A1
公开(公告)日：2017-10-05
申请号：US15334756
申请日：2016-10-26
发明人： Weida NI , Zhigang SHAN , Anchi SHI , Jingyong WANG , Wanqiang CHENG , Miaojun SUN
IPC分类号： G01N3/24
CPC分类号： G01N3/24 , G01N3/08 , G01N3/10 , G01N2203/0003 , G01N2203/0025 , G01N2203/0048
摘要： An integrated style shear apparatus for rock structural plane comprises a frame system, a vertical loading system, a horizontal loading system, and a shearing system. Both the vertical loading system and the horizontal loading system are fixed on, and the shearing system is installed inside the frame system. The shearing system is used to prepare the sample of structural plane and actualize the shear test, the vertical loading system and the horizontal loading system are used to provide normal stress and shear stress for the shearing system respectively. The present invention also provides an experimental method by using the integrated style shear apparatus for rock structural plane, and steps of the method including: sample placement, sample adjustment, sample preparation, sample loading, instrument hookup, exerting normal stress, exerting horizontal stress, measurement and description of shear area, repeating experiment, and normal stress and shear stress calculation. The present invention can effectively reduce sample preparation error and experimental error, and can rapidly and accurately determine shear strength and deformation parameters of rock structural plane.
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8.发明申请公开(公告)号：US20170191915A1
公开(公告)日：2017-07-06
申请号：US15308680
申请日：2015-05-08
CPC分类号： G01N3/02 , B21D19/08 , G01N3/00 , G01N3/24 , G01N2203/0025 , G01N2203/0216 , G01N2203/0282 , G06F17/5009 , G06F2217/16
摘要： An evaluation method of a plastic material includes: a first shearing process of performing simple shearing deformation with respect to a first plastic sheet; a second shearing process of performing simple shearing deformation with respect to a second plastic sheet; a first partial stress-strain curve data obtaining process of obtaining first partial stress-strain curve data; a second partial stress-strain curve data obtaining process of obtaining second partial stress-strain curve data; and a synthesized stress-strain curve data obtaining process of obtaining synthesized stress-strain curve data based on the first partial stress-strain curve data and the second partial stress-strain curve data.
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9.发明申请公开(公告)号：US20170176266A1
公开(公告)日：2017-06-22
申请号：US15327196
申请日：2015-07-16
申请人： FEETME
发明人： Alexis MATHIEU , Julien MERCIER
CPC分类号： G01L1/142 , A43B3/0005 , A43B17/00 , A61B5/1036 , G01D5/2412 , G01L1/00 , G01L1/146 , G01L1/2287 , G01L5/165 , G01L5/167 , G01N2203/0025
摘要： Disclosed is a system and to a process for manufacturing a system including a network of sensors including a sheet of dielectric material that is elastically deformable under compressive and shear stress, each cell of the network including a first capacitive sensor for sensing normal pressure in a first direction, a second capacitive sensor for sensing shear stress in a second direction and a third capacitive sensor for sensing shear stress in a third direction. Each capacitive sensor includes a first electrode fixed to the first side of the sheet of dielectric material and a second electrode fixed to the second side of the sheet of dielectric material, the first electrodes of the capacitive sensors of a given cell being connected in series to a first electrically conductive track connecting a row of cells of the network of sensors.
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公开(公告)号：US20160076984A1
公开(公告)日：2016-03-17
申请号：US14854712
申请日：2015-09-15
发明人： Hans-Juergen NICK , Hans MARQUARDT , Rene KRAUSE
IPC分类号： G01N3/24
CPC分类号： G01N3/24 , G01N19/04 , G01N2203/0025
摘要： A shearing device for strength testing a joint is provided and a method for the preparation of a shearing device for strength testing a joint. The joint may consist of an adhesive joint. The shearing device comprises a first component, a second component, a fastening arrangement and an adjusting device. The first component comprises a first receptacle, and the second component comprises a second receptacle. The fastening arrangement is designed for fastening the first component and the second component on one another in such a way that the first receptacle and the second receptacle face one another and a shear plane S is formed between the first component and the second component. The adjusting device is designed for arranging a joint of a specimen to be tested in the shear plane S.
摘要翻译： 提供了一种用于强度测试接头的剪切装置，以及用于制备用于强度测试接头的剪切装置的方法。 接头可以由粘接接头组成。 剪切装置包括第一部件，第二部件，紧固装置和调节装置。 第一部件包括第一插座，第二部件包括第二插座。 紧固装置被设计成将第一部件和第二部件彼此紧固，使得第一容器和第二容器彼此面对并且剪切平面S形成在第一部件和第二部件之间。 该调节装置被设计成用于将待测样品的接头设置在剪切平面S中。
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