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:
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,
   
     
 
       

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