AI SearchTheoretical and photo-stress analysis of cracking and bond-slip in reinforced concrete beams
Kumar, C. Sankar
Theoretical and photo-stress analysis of cracking and bond-slip in reinforced concrete beams - Bangkok : Asian Institute of Technology, 1975 - 45 p. - Thesis ; no. 799 . - Asian Institute of Technology. Thesis ; no. 799 .
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
Thesis (M.Eng.) - Asian Institute of Technology, 1975
Theoretical expressions for predicting the maximum spacing and width of cracks in reinforced concrete beams are derived. Photo-stress technique is used to check the validity of the assumptions made on the strain distributions in the theory. The theoretical predictions of crack widths are compared with experimental results and are shown to be in good agreement. The factors influencing the widths of cracks are identified and a parametric . study is made. Design charts are presented for predicting the maximum width of cracks in reinforced concrete beams subjected to pure flexure.
Reinforced concrete construction
Concrete beams
Concrete--Cracking
Theoretical and photo-stress analysis of cracking and bond-slip in reinforced concrete beams - Bangkok : Asian Institute of Technology, 1975 - 45 p. - Thesis ; no. 799 . - Asian Institute of Technology. Thesis ; no. 799 .
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
Thesis (M.Eng.) - Asian Institute of Technology, 1975
Theoretical expressions for predicting the maximum spacing and width of cracks in reinforced concrete beams are derived. Photo-stress technique is used to check the validity of the assumptions made on the strain distributions in the theory. The theoretical predictions of crack widths are compared with experimental results and are shown to be in good agreement. The factors influencing the widths of cracks are identified and a parametric . study is made. Design charts are presented for predicting the maximum width of cracks in reinforced concrete beams subjected to pure flexure.
Reinforced concrete construction
Concrete beams
Concrete--Cracking