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- W2382685547 abstract "L-shaped and T-shaped joint are unsymmetrical,and the concrete in the core region is relatively small but bars crowded.Joint as a weak but important area has a difficult force condition and it is necessary to be analysed in detail.The purpose of this reserch is to study the effects on joints' failure load by stirrups in joint region,concrete strength grade,reinforcements ratio of beams and columns and stirrups of beams and columns.The results show that,under the same situation,the failure load of L-shaped joint is about 60% of the failure load of T-shaped joints,and stirrups in joint region are the main aspect to influence the failure load of joints.Raising the number,area,strength grade of stirrups can promote the failure load of joints,and the number the stirrups plays an essential role among those three aspects.Raising the strength grade of concrete,reinforcement of the ratio of the beams and the columns,stirrups of the beams and columns can also promote the failure load of joints,but these conditions have different effects on different types of joints." @default.
- W2382685547 created "2016-06-24" @default.
- W2382685547 creator A5051676242 @default.
- W2382685547 date "2007-01-01" @default.
- W2382685547 modified "2023-09-23" @default.
- W2382685547 title "Carrying capacity reserch on L-shaped and T-shaped joints" @default.
- W2382685547 hasPublicationYear "2007" @default.
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