Kumar, C. Sankar creator Pama, Ricardo P. Chairperson Karasudhi, Pisidhi Examination Committee Morino, Shosuke Examination Committee Keidanren Foundation of Japan Scholarship Donor text th Bangkok Asian Institute of Technology 1975 monographic eng

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45 p. 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. 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 Reinforced concrete construction Concrete beams Concrete Cracking Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24043 http://203.159.5.9/ait-thesis/detail.php?q=B24043 080198 20260819084421.0