Prevention of brittle failure of beams with low reinforced ratio in bending
曲げを受ける低鉄筋比はりにおける脆性破壊の防止に関する検討

Hiroshi SHIMA, Junichiro NIWA, Hajime OKAMURA
1987 Doboku Gakkai Ronbunshu  
Small amount of tensile reinforcement causes brittle failure in reinforced concrete beams. Bending test of beams with low reinforced ratio were carried out and design method to prevent the brittle failure is discussed. Cracking strength of beams can be estimated by Sioya's cracking criteria. Ultimate strength should be determined with considering of strain hardening of steel bar. i) As a minimum requirement ultimate strength shall not be less than the cracking strength. ii) In case of the most
more » ... onservative design, yield strength should be larger than the cracking strength. iii) In the range between i) and ii), suitable judgement should be conducted in taking account of the importance of structural members.
doi:10.2208/jscej.1987.378_231 fatcat:nqkipaqkmvcxvgfio5xxfqreb4