Correlation the effect of beam size and crack-depth ratio in concrete by using a modified stress intensity factor

Faculty Engineering Year: 2003
Type of Publication: ZU Hosted Pages:
Authors:
Selem Saleh Elsayed Ahmed Dawod
Journal: Al-Mansoura Engineering International Conferenc Al-Mansoura Engineering International Conference, --- , Sharm Elsheikh, EGYP Volume:
Keywords : Correlation , effect , beam size , crack-depth ratio    
Abstract:
In this work, the fracture behavior of edge-notched beam was determined in three-point loading conditions at different levels of compressive strength. The beam length to depth ratio L/d was constant and equals to 4. Four sizes, d = 80, 120,
    
     
 
       

Author Related Publications

  • Selem Saleh Elsayed Ahmed Dawod, "Mechanical properties of sustainable concrete comprising various wastes", Springer, 2023 More
  • Selem Saleh Elsayed Ahmed Dawod, "Mechanical behavior of concrete at different levels of compressive strength", Fourth International Conference On Civil And Architecture Engineering, 2002 More
  • Selem Saleh Elsayed Ahmed Dawod, "Mechanical behavior of high strength concrete reinforced by different types of fibers", Al-Azhar Engineering Seven International Conference, April 2003, Cairo, EGYPT., 2003 More
  • Selem Saleh Elsayed Ahmed Dawod, "Sulfate attack on concrete from mixing and curing water", Al-Azhar Engineering Seven International Conference, April 2003, Cairo, EGYPT., 2004 More
  • Selem Saleh Elsayed Ahmed Dawod, "Fracture behavior of steel fiber reinforced concrete", 1st International Conference and the 4th Exhibition of ACI Kuwait Chapter, September 29 – October 1, 2003., 2003 More

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