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Volume 37 Issue 8
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2007  >  37(8): 77-81
Li Shengyong, Zhang Zhe, Gong Jinxin. A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 77-81. doi: 10.13204/j.gyjz200708020
Citation: Li Shengyong, Zhang Zhe, Gong Jinxin. A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 77-81. doi: 10.13204/j.gyjz200708020
shu

A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY

doi: 10.13204/j.gyjz200708020
  • 1.

    1. School of Civil and Hydraulic Engineering,Dalian University of Technology Dalian 116023;

  • 2.

    2. Civil Engineering Institute,Fuzhou University Fuzhou 350002

  • Received Date: 2006-12-27
  • Publish Date: 2007-08-20
    Abstract
  • On the basis of the current durability design theories and methods,a new durability design method is proposed for concrete structures.And it is based on equivalent resistance time dependant reliability under atmosphere environment.To demonstrate the benefit of the method for both feasibility and applicability,a case study is carried out.The results show that both concrete strength and cover thickness have great effect on the durability.But the effect induced by the change of cover thickness can be decreased by enhancing the concrete strength.The influence of change in the steel bar diameter on the durability is negligible with the increase of the concrete grade or raising cover thickness.
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