XIAO Jun-hua, JIANG Chi-ping. EFFECTIVE MODULUS OF COMPOSITE MATERIALS WITH DOUBLY PERIODIC RIGID LINE INCLUSIONS OF UNEQUAL LENGTH SUBJECT TO ANTIPLANE SHEAR[J]. Engineering Mechanics, 2006, 23(9): 61-65,1.
Citation: XIAO Jun-hua, JIANG Chi-ping. EFFECTIVE MODULUS OF COMPOSITE MATERIALS WITH DOUBLY PERIODIC RIGID LINE INCLUSIONS OF UNEQUAL LENGTH SUBJECT TO ANTIPLANE SHEAR[J]. Engineering Mechanics, 2006, 23(9): 61-65,1.

EFFECTIVE MODULUS OF COMPOSITE MATERIALS WITH DOUBLY PERIODIC RIGID LINE INCLUSIONS OF UNEQUAL LENGTH SUBJECT TO ANTIPLANE SHEAR

More Information
  • Received Date: December 26, 2004
  • Revised Date: June 05, 2005
  • Composite materials with doubly periodic rigid line inclusions under antiplane shear in an infinite medium are discussed.Its representative cell contains four rigid lines of unequal size.By using the elliptic function and conformal transformation theory,a close form solution to this problem is obtained.The effective antiplane shear modulus of the composite material is derived using the periodicity of the microstructure and the average stress/strain theorem.A series of meaningful solutions for various arrays of periodic rigid lines can be obtained as special cases.Numerical results demonstrate the variations of the effective antiplane shear modulus of such heterogeneous materials with microstructure parameters.The present close form solution can also provide benchmark solution for other numerical or approximate methods.
  • Related Articles

    [1]JIANG Yu-hong, YANG Na. CALCULATION METHOD OF EFFECTIVE MODULUS OF STONE MASONRY BASED ON RVE ELEMENTS[J]. Engineering Mechanics, 2022, 39(4): 86-99, 256. DOI: 10.6052/j.issn.1000-4750.2021.01.0043
    [2]JIANG Yu-hong, YANG Na, BAI Fan. RESEARCH ON THE HOMOGENIZATION OF TIBETAN ANCIENT STONE MASONRY BASED ON RVE ELEMENTS[J]. Engineering Mechanics, 2020, 37(7): 110-124. DOI: 10.6052/j.issn.1000-4750.2019.08.0461
    [3]JING Ya-bin, HUANG Pei-zhen. THE EFFECT OF ELASTIC MODULUS RATIO ON INCLUSION EVOLUTION BY INTERFACE MIGRATION[J]. Engineering Mechanics, 2020, 37(7): 8-16. DOI: 10.6052/j.issn.1000-4750.2019.08.0444
    [4]DU Xiu-li, JIN Liu. RESEARCH ON EFFECTIVE MECHANICAL PROPERTIES OF CONCRETE COMPOSITE MATERIAL WITH PORES[J]. Engineering Mechanics, 2012, 29(6): 70-77. DOI: 10.6052/j.issn.1000-4750.2010.08.0646
    [5]XU Yao-ling, XIAO Jun-hua, SHEN Yan-zhi. AN ANALYTICAL METHOD FOR MULTIPLY COATED FIBER COMPOSITES WITH PERIODIC REINFORCEMENT PHASE UNDER ANTIPLANE SHEAR[J]. Engineering Mechanics, 2010, 27(11): 196-203.
    [6]ZHAO Ying-hua, HOU Jin-cheng, GUO Nai-sheng. EFFECTIVE RELAXATION MODULI OF FIBER REINFORCED ASPHALT CONCRETE BASED ON MICROMECHANICS[J]. Engineering Mechanics, 2009, 26(2): 85-090.
    [7]YING Zong-quan, DU Cheng-bin. A NUMERICAL METHOD FOR EFFECTIVE ELASTIC MODULUS OF CONCRETE WITH INTERFACIAL TRANSITION ZONE[J]. Engineering Mechanics, 2008, 25(8): 92-096.
    [8]LIU Wen-hui, ZHANG Xin-ming, ZHANG Chun-yuan. MICROSTRUCTURE EFFECT ON ELASTIC PROPERTIES OF COMPOSITES[J]. Engineering Mechanics, 2005, 22(S1): 16-19,6.
    [9]FAN Jian-hua, XU Qing-yu, SUN Qin, WANG Bin-tuan. A UNIVERSAL FINITE ELEMENT METHOD FOR PREDICTING MODULUS OF COMPOSITES[J]. Engineering Mechanics, 2002, 19(4): 166-170.
    [10]XU Yao-ling, JIANG Chi-ping. LONGITUDINAL SHEAR PROBLEM OF THE DOUBLE PERIOD RIGID LINES[J]. Engineering Mechanics, 2002, 19(4): 127-129.

Catalog

    Article Metrics

    Article views (806) PDF downloads (293) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return