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    • 9. 发明公开
    • DEFORMATION DETECTING DEVICE
    • 变形检测装置
    • EP3199946A1
    • 2017-08-02
    • EP17151600.8
    • 2017-01-16
    • Toshiba TEC Kabushiki Kaisha
    • KOMIYA, KenichiISHIKAWA, Daisuke
    • G01N29/07
    • G01N29/07G01N2291/011G01N2291/0289G01N2291/106G01S17/08
    • A deformation detecting device comprises a vibration module configured to vibrate a first point of a measuring plane of a measured object in a non-contact manner; a transmission time measurement module configured to measure transmission time of vibration from the first point to a second point of the measuring plane in a non-contact manner; an inclination measurement module configured to measure an inclination of the measuring plane to a reference surface in a non-contact manner; and a determination module configured to determine presence/absence of deformation in the measured object by comparing the transmission time with reference transmission time serving as transmission time of vibration from the first point to the second point in a case in which there is no inclination of the measuring plane and corrects the reference transmission time in response to the inclination of the measuring plane.
    • 变形检测装置包括:振动模块,用于以非接触方式振动被测物体的测量平面的第一点; 传输时间测量模块,被配置为以非接触方式测量从所述第一点到所述测量平面的第二点的振动传输时间; 倾斜度测量模块,其被配置为以非接触方式测量所述测量平面相对于参考表面的倾斜度; 以及确定模块,被配置为通过将所述传输时间与作为从所述第一点到所述第二点的振动的传输时间的参考传输时间进行比较来确定所述被测物体中变形的存在/不存在, 测量平面并且响应于测量平面的倾斜度来校正参考传输时间。
    • 10. 发明公开
    • ANALYSIS OF A STRUCTURE MODELED WITH INCONSISTENCIES MAPPED THEREON
    • ANALYZE EINER STRUKTUR MIT DARAUF ABGEBILDETEN INKONSISENZEN
    • EP3133513A2
    • 2017-02-22
    • EP16173020.5
    • 2016-06-04
    • The Boeing Company
    • TAT, Hong HueGREENE, Kelly M.LIN, John Z.BREWER, Carlyn R.KELLER, Russell Lee
    • G06F17/50
    • G01N29/44G01N29/04G01N2291/011G01N2291/2694G06F17/5018G06F2217/16G06F2217/42G06F2217/44
    • A method for analyzing a structure includes processing nondestructive inspection (NDI) data (112) for a multi-layer structure to define areas of inconsistency at an internal layer or an interface between adjacent layers. The method includes mapping (106) the areas of inconsistency to finite elements of a finite element model (114) of a nominal of the structure. These finite elements are thereby identified as affected finite elements and include finite elements for the affected internal layer or interface. The method includes producing a reconstructed finite element model (116) of the affected structure from the nominal finite element model (114), and a modified property or state value assigned to respective element datasets of the affected finite elements. The method includes performing a finite element method (FEM) failure analysis (110) of the reconstructed finite element model (116) under a load, which indicates an extent of residual integrity of the affected structure.
    • 一种用于分析结构的方法包括处理多层结构的非破坏性检查(NDI)数据(112)以限定内层或相邻层之间的界面处的不一致的区域。 该方法包括将不一致的区域映射(106)到结构标称的有限元模型(114)的有限元。 因此,这些有限元素被确定为受影响的有限元素,并且包括受影响的内层或界面的有限元素。 该方法包括从标称有限元模型(114)产生受影响结构的重建有限元模型(116),以及分配给受影响有限元的各个元素数据集的修改后的属性或状态值。 该方法包括在负载下执行重建的有限元模型(116)的有限元法(FEM)故障分析(110),其指示受影响结构的残余完整性的程度。