• DocumentCode
    3248518
  • Title

    The study on method for calculating the compressive strength of multi-hole concrete hollow block masonry

  • Author

    Chen Liqun ; Yang Weijun

  • Author_Institution
    Hunan City Univ., Yiyang, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    3710
  • Lastpage
    3713
  • Abstract
    Code for Design Structures gives the formula for calculating the average axial compressive strength of various types of masonry. In this formula, the parameters of the formula is related to the type of block materials. The formula sets the same standard for parameters of various concrete blocks. But it doesn´t put forward the special calculation parameters for the Multi-hole concrete hollow block. In fact, the compressive strength of Multi-hole concrete hollow block is different from that of concrete block. Based on the Hisldorf Failure Theory, this paper establishes a theoretical formula for the compressive strength of multi-hole of concrete hollow block from the perspective of the theory of plane stress problems. The results of the formula given in this paper are in accordance with the results of the compressive strength test and improves the model of the code in theory.
  • Keywords
    compressive strength; concrete; design engineering; failure (mechanical); Hisldorf failure theory; average axial compressive strength; code for design structures; multihole concrete hollow block masonry; plane stress problems; Analytical models; Concrete; Frequency modulation; Stress; Hisldorf Failure Theory; Multi-hole Concrete Hollow Block; compressive strength;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775820
  • Filename
    5775820