鉄筋コンクリート曲げ材の強度と変形に関する研究 : スタブを有する帯スラブの曲げ破壊実験

概要

論文の詳細を見る
Many investigations on the strength of reinforced concrete members subjected to bending moment have been reported, and it is now possible to predict their strength with saticefactory accuracy. However, little is known and relatively small amount of research has been done regarding their capacity for deformation, especially when they are subjected to bending and shearing simultaneously. In this investigation, twelve one-way slabs with stubs subjected to center concentrated lording were tested. The principal variadles were the width of stub including zero, the surface deformation of reinforcement and the bond condition in the stub. Then, the influence of beeing stub to the deflection of the specimens were discussed in concidering of bond characteristics between reinforcement and concrete.
社団法人日本建築学会の論文
1972-05-30