BI Ji-hong, CHU Jin. A SPACE-TIME SPLINE ELEMENT BASED ON GURTIN-TYPE PRINCIPLES[J]. Engineering Mechanics, 2002, 19(1): 94-96.
Citation: BI Ji-hong, CHU Jin. A SPACE-TIME SPLINE ELEMENT BASED ON GURTIN-TYPE PRINCIPLES[J]. Engineering Mechanics, 2002, 19(1): 94-96.

A SPACE-TIME SPLINE ELEMENT BASED ON GURTIN-TYPE PRINCIPLES

More Information
  • Received Date: May 12, 2000
  • Revised Date: November 27, 2000
  • Dynamic analysis of structures is often of great importance in engineering. But the traditional method for dynamic analysis cannot consider all initial conditions in computing. It is believed that Gurtin-type variational principle is the only variational principle, which can take into account the initial displacement and velocity by now. In this paper, based on Gurtin variational principles, a spline method for initial value problems of beam is presented by applying spline method to both space and time domain. Numeric results show that highly accurate of results can be obtained by using the method in comparison with those using other available methods for dynamic analysis.
  • Related Articles

    [1]JIANG Shou-yan, DU Cheng-bin, GU Chong-shi, CHEN Xiao-cui. COMPUTATION OF STRESS INTENSITY FACTORS FOR INTERFACE CRACKS BETWEEN TWO DISSIMILAR MATERIALS USING EXTENDED FINITE ELEMENT METHODS[J]. Engineering Mechanics, 2015, 32(3): 22-27,40. DOI: 10.6052/j.issn.1000-4750.2013.10.0901
    [2]LIU Jun-yu, LIN Gao, HU Zhi-qiang. THE CALCULATION OF STRESS INTENSITY FACTORS OF MULTIPLE CRACKS UNDER SURFACE TRACTIONS[J]. Engineering Mechanics, 2011, 28(4): 7-012.
    [3]WANG Li-qing, GAI Bing-zheng. EFFECT OF CRACK FACE CONTACT AND FRICTION ON DYNAMIC STRESS INTENSITY FACTORS FOR A DOUBLE-EDGE CRACKED PLATE[J]. Engineering Mechanics, 2009, 26(7): 7-011.
    [4]GU Xiang, WU Zhi-xue. NEW EMPIRICAL STRESS-INTENSITY-FACTOR EQUATIONS FOR SURFACE CRACKS[J]. Engineering Mechanics, 2008, 25(7): 35-039.
    [5]SU Cheng, ZHENG Chun. CALCULATION OF STRESS INTENSITY FACTORS BY SPLINE FICTITIOUS BOUNDARY ELEMENT METHOD[J]. Engineering Mechanics, 2007, 24(8): 49-053.
    [6]WANG Cheng-qiang, ZHENG Chang-liang. SEMI-ANALYTICAL FINITE ELEMENT METHOD FOR PLANE CRACK STRESS INTENSITY FACTOR[J]. Engineering Mechanics, 2005, 22(1): 33-37.
    [7]Wang Zhiqun, Yang Hongwei. THE FINITE ELEMENT METHOD AND THE SUPERPOSITION INTEGRAL METHOD FOR COMPUTING DYNAMIC STRESS INTENSITY FACTORS OF THICK WALLED CYLINDER[J]. Engineering Mechanics, 1995, 12(2): 52-57.
    [8]Huang Shizhen. STRESS-INTENSITY FACTORS FOR AXIAL SURFACE CRACKS INSIDE AN AUTO-REINFORCED THICKWALLED CYLINDER[J]. Engineering Mechanics, 1995, 12(1): 92-96.
    [9]On Guibao, Zhu Jiaming, Rao Yizhong, Zhang Zhengguo. COMPUTATION OF STRESS INTENSITY FACTORS UNDER DYNAMIC LOADINGS BY BOUNDARY ELEMENT METHOD[J]. Engineering Mechanics, 1994, 11(2): 76-80.
    [10]Yang Qi, Xie Huicai, Wang Deman. BOUNDARY ELEMENT METHOD FOR THE COMPUTATION OF STRESS INTENSITY FACTORS OF SURTACE CRACK PROBLEMS[J]. Engineering Mechanics, 1990, 7(2): 57-61.

Catalog

    Article Metrics

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return