The Combining Technique of Calculating the Sections of Reinforced Concrete Bending Elements Normal to its Longitudinal Axis, Based on the Deformation Model

 
 
 
  • Abstract
  • Keywords
  • References
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  • Abstract


    Methodical foundations for calculating the strength of normal sections of various types of steel-concrete bending elements are proposed, which allow calculating in dependence on the stress-strain state (SSS) at the moment of destruction of its components (concrete and structural reduced steel profile). The basis of the calculation allows solving two problems: the problem of determining the optimal section of reduced structural steel profile (RSSP), which reinforced the section of steel-concrete bending elements; the task of verifying the load-bearing capacity of a normal reduced section of various types of steel-concrete bending elements.

     

     


  • Keywords


    deformation model; load-bearing capacity; reinforced concrete beam; stress-strain state.

  • References


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Article ID: 14387
 
DOI: 10.14419/ijet.v7i3.2.14387




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