FANG Zi-fan, WU Jian-hua, HE Kong-de, ZHANG Ming-song. THE IMPACT DYNAMIC MODEL OF STEEL CABLES[J]. Engineering Mechanics, 2009, 26(10): 197-202.
Citation: FANG Zi-fan, WU Jian-hua, HE Kong-de, ZHANG Ming-song. THE IMPACT DYNAMIC MODEL OF STEEL CABLES[J]. Engineering Mechanics, 2009, 26(10): 197-202.

THE IMPACT DYNAMIC MODEL OF STEEL CABLES

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • A dynamic model of steel cable is established by a discrete elements method considering relative coordinate relationship. Its connective structures are modeled as lumped mass and incorporated into the steel cable dynamic model as end constraints. Introducing the steel cables contact-impact force into the established dynamic model of steel cable with their connective structure, the impact dynamic model of steel cables with their connective structure is established finally. An example is presented, which is steel cables consisting of a transversely placed and a vertically placed steel cable with their connective structures. The impact dynamic simulation model is established in RecurDyn. The results show that the proposed impact dynamic model can be applied in the dynamic analysis of structural systems consisting flexible bodies and rigid bodies.
  • Related Articles

    [1]ZHANG Jing-ke, ZHU Tao, LEI Cheng, WANG Xiao-rui, YANG Bing, XIAO Shou-ne, YANG Guang-wu. COLLISION MODELING AND PARAMETER OPTIMIZATION OF CARBODY BASED ON EQUIVALENT STIFFNESS METHOD[J]. Engineering Mechanics, 2022, 39(2): 244-256. DOI: 10.6052/j.issn.1000-4750.2021.01.0012
    [2]LOU Yun-feng, LIU Tao, WANG Huan-huan, FU Bao-qiang, JIN Xian-long. DYNAMIC FLUID-STRUCTURE INTERACTION ANALYSIS OF GASBAG-TYPE FLOATING BRIDGES UNDER WAVE IMPACT[J]. Engineering Mechanics, 2018, 35(9): 232-239,256. DOI: 10.6052/j.issn.1000-4750.2017.05.0337
    [3]XU Yang-jian, JIN Chao-chao, LIANG Li-hua, WANG Xiao-gui, LIU Yong. IMPACT FAILURE ANALYSIS OF SOLDER JOINT BASED ON EXPLICIT DYNAMIC METHOD[J]. Engineering Mechanics, 2014, 31(1): 193-200. DOI: 10.6052/j.issn.1000-4750.2012.09.0655
    [4]CAO Da-zhi, ZHAO Zhi-hua, QIANG Hong-fu, REN Ge-xue. FLEXIBLE MULTIBODY DYNAMICS SIMULATION OF DIESEL ENGINE CRANKSHAFT BASED ON ABSOLUTE NODAL COORDINATES[J]. Engineering Mechanics, 2013, 30(6): 281-287. DOI: 10.6052/j.issn.1000-4750.2012.01.0004
    [5]DONG Jian-hua, ZHU Yan-peng, MA Wei. STUDY ON DYNAMIC CALCULATION METHOD FOR FRAME SUPPORTING STRUCTURE WITH PRE-STRESS ANCHORS[J]. Engineering Mechanics, 2013, 30(5): 250-258. DOI: 10.6052/j.issn.1000-4750.2012.10.0810
    [6]HUANG Kun, WEN Jian-ming, FENG Qi. DYNAMIC MODEL AND PRINCIPAL RESONANCE OF A COUPLED STRUCTURE BY SUSPENDED CABLE AND STAYED BEAM[J]. Engineering Mechanics, 2013, 30(2): 182-189. DOI: 10.6052/j.issn.1000-4750.2011.07.0478
    [7]YANG Zhi-an. DYNAMICAL EQUATION OF A ELECTROMECHANICAL COUPLING SYSTEM BASED ON MAGNETIC CHAIN AND VOLTAGE AS GENERALIZED COORDINATES[J]. Engineering Mechanics, 2012, 29(5): 189-192.
    [8]HE Si-ming, WU Yong. THEORETICAL MODEL ON ELASTIC-PLASTIC GRANULE IMPACT[J]. Engineering Mechanics, 2008, 25(12): 19-024.
    [9]SHEN Yu-nian, YIN Xiao-chun. A DYNAMIC SUBSTRUCTURE TECHNIQUE FOR THE TRANSIENT DYNAMICS OF NON-HOMOGENEOUS FLEXIBLE BARS WITH IMPACT[J]. Engineering Mechanics, 2008, 25(11): 42-047.
    [10]WANG Dong-sheng, FENG Qi-min, WANG Guo-xin. ANALYSIS MODEL OF POUNDING BETWEEN ADJACENT BRIDGE GIRDERS DURING EARTHQUAKES BASED ON COLLINEAR IMPACT BETWEEN RODS[J]. Engineering Mechanics, 2004, 21(2): 157-166.

Catalog

    Article Metrics

    Article views (1618) PDF downloads (482) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return