• DocumentCode
    3250490
  • Title

    Probability analysis of concrete slab cracking during construction

  • Author

    Wang, Jia-Chun ; Xu, Jin-Gu

  • Author_Institution
    Dept. of Civil Eng., Xiamen Univ. of Technol., Xiamen, China
  • fYear
    2010
  • fDate
    29-31 Oct. 2010
  • Firstpage
    952
  • Lastpage
    954
  • Abstract
    The concrete slab cracking during construction should be based on the comprehensive understanding of loads, load effects ,structural resistance and available safety index of the structure. In this article, authors discussed the characteristics and probabilistic models of resistance, loads , and load effects, and analyzes cracking risk according to probability of concrete structure during construction. It was a complex of procedure, mainly including thermal, dry shrinkage and shore. The calculation results show that the critical cracking risk can be applied to real engineering. It is helpful to optimize concrete proportion and reduce the concrete structure cracking. Furthermore, a new system of quality management and control of concrete buildings during construction is proposed. It combines processes quality management with protection of processes product. The results of engineering applying show that this system helps to improve the engineering quality.
  • Keywords
    accident prevention; concrete; construction; cracks; probability; quality management; risk analysis; shrinkage; slabs; concrete buildings; concrete proportion; concrete slab cracking; construction; cracking risk; dry shrinkage; probability analysis; protection; quality management; safety index; structural resistance; Argon; Ash; Quality management; construction; cracking risk; quality protection; slab;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Industrial Engineering and Engineering Management (IE&EM), 2010 IEEE 17Th International Conference on
  • Conference_Location
    Xiamen
  • Print_ISBN
    978-1-4244-6483-8
  • Type

    conf

  • DOI
    10.1109/ICIEEM.2010.5646467
  • Filename
    5646467