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Title |
Punching Shear Performance Evaluation of Foundation by Enforcement-length of Shear Head Reinforcement
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Authors |
이용재(Yong-Jae Lee) ; 이원호(Waon-Ho Yi) ; 양원직(Won-Jik Yang) |
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DOI |
https://doi.org/10.11112/jksmi.2017.21.2.060 |
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Keywords |
기초구조 ; 보강 길이 ; 스티프너 보강 ; 실험방법 Foundation structural ; Reinforcement length ; Reinforcement stiffener ; Test method |
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Abstract |
This study was made to examine the motion characteristics according to the reinforcement of the reinforcement length and stiffener reinforcement for shear reinforcement to the foundation structure reinforced with shear reinforcement steel plate. Experimental study was made after specimen was installed on the ground as the same as in the practical site. Reinforcement lengths of the steel for shear reinforcement are divided into 1,000 mm, 1,200 mm and 1,400 mm in the specimen and as for reinforcement method of the stiffener, 4 stiffeners with interval of 100mm reinforced with the same materials as the shear reinforcement were manufactured for the experiment. Considering result of the experiment, it is expressed that no effect of the stiffener reinforcement was found and regarding the reinforcement length of shear reinforcement material the crossed point of the two converted lines of the value that the shear force is expressed in the bearing power in the expanded dangerous section and the value that the shear capacity receivable by the reinforcement materials in the dangerous section is proposed as effective reinforcement length.
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