YE Kang-sheng, YUAN Si. ANALYSIS OF SHELLS BY FINITE ELEMENT METHOD OF LINES(Ⅱ):NUMERICAL EXAMPLES[J]. Engineering Mechanics, 2002, 19(5): 16-23.
Citation: YE Kang-sheng, YUAN Si. ANALYSIS OF SHELLS BY FINITE ELEMENT METHOD OF LINES(Ⅱ):NUMERICAL EXAMPLES[J]. Engineering Mechanics, 2002, 19(5): 16-23.

ANALYSIS OF SHELLS BY FINITE ELEMENT METHOD OF LINES(Ⅱ):NUMERICAL EXAMPLES

More Information
  • Received Date: March 29, 2001
  • Revised Date: June 24, 2001
  • A number of examples are given in this paper by using the quadrilateral FEMOL (Finite Element Method of Lines) elements for arbitrarily curved shells proposed in a companion paper. It is shown that the elements have some remarkable advantages such as high accuracy, high adaptability to various meshes and thickness of shells. Also, the “locking” problem can readily be overcome with p-convergence strategy with highly accurate solution being achieved. In summary, FEMOL is a competitive semi-analytical method for shell problems.
  • Related Articles

    [1]WEN Ying, ZENG Qing-yuan. STABILITY ANALYSIS OF STEADY MOTION USING THE DISPLACEMENT-BASED VARIATIONAL METHOD[J]. Engineering Mechanics, 2011, 28(4): 1-006,.
    [2]WANG Gen-hui, GAN Ya-nan, WANG Zhen-bo. ENERGY-VARIATIONAL METHOD FOR THE DYNAMIC RESPONSE OF THIN-WALLED I-BEAMS WITH WIDE FLANGE[J]. Engineering Mechanics, 2010, 27(8): 15-020.
    [3]DU Yong-feng, LIU Yan-hui. SEISMIC RESPONSE OF HIGH-VOLTAGE EQUIPMENTS BASED ON SEMI-ANALYTICAL METHOD[J]. Engineering Mechanics, 2009, 26(3): 182-188.
    [4]WANG Cheng-qiang, ZHENG Chang-liang. ANALYTICAL FORMULAS FOR PLANE CRACK ELEMENTS AND SEMI-ANALYTICAL ELEMENT METHOD FOR MODE Ⅰ AND MODEⅡ DUGDALE MODELS[J]. Engineering Mechanics, 2005, 22(6): 37-40,6.
    [5]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.
    [6]YE Kang-sheng, YUAN Si. ANALYSIS OF SHELLS BY FINITE ELEMENT METHOD OF LINES (Ⅰ):BASIC THEORY[J]. Engineering Mechanics, 2002, 19(3): 20-29.
    [7]GONG Yao-qing, BAO Shi-hua, LONG Yu-qiu. INFLUENCE FIELD DETERMINATION OF LARGE BRIDGE STRUCTURES BY SEMI-ANALYTICAL METHOD[J]. Engineering Mechanics, 1999, 16(6): 62-69,1.
    [8]Zeng Xiaoqing, Cao Zhiyuan. APPLICATION OF SEMI ANALYTICAL NUMERICAL METHOD TO DOUBLE TUBE TUNNEL STRUCTURES[J]. Engineering Mechanics, 1998, 15(1): 46-52.
    [9]Liu Dongchang, Zhao Yu. AN ANALYSIS OF THE SEMI-ANALYTICAL FINITE ELEMENT METHOD FOR STABILITY OF CIRCULAR STIFFENED CYLINDRICAL SHELLS UNDER EXTERNAL PRESSURES[J]. Engineering Mechanics, 1992, 9(1): 104-114.
    [10]Zhu Jianxiong, Cao Zhiyuan. SOLUTION OF TRANSIENT ELASTODYNAMIC PROBLEMS BY THE SEMI-ANALYTICAL BOUNDARY ELEMENT METHOD[J]. Engineering Mechanics, 1990, 7(2): 1-13.

Catalog

    Article Metrics

    Article views (854) PDF downloads (326) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return