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035 _a.b10726755
099 9 _aAIT Thesis no. 799
100 1 _aKumar, C. Sankar
245 1 0 _aTheoretical and photo-stress analysis of cracking and bond-slip in reinforced concrete beams
260 _aBangkok :
_bAsian Institute of Technology,
_c1975
300 _a45 p.
490 1 _aThesis ;
_vno. 799
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1975
520 _aTheoretical 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.
650 1 0 _aReinforced concrete construction
650 1 0 _aConcrete beams
650 1 0 _aConcrete
_xCracking
700 1 _aPama, Ricardo P.,
_eChairperson
700 1 _aKarasudhi, Pisidhi,
_eExamination Committee
700 1 _aMorino, Shosuke,
_eExamination Committee
710 2 _aKeidanren Foundation of Japan,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 799
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24043
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