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Title |
A Study on the Evaluation of Member Buckling Performance of Space Frame Structures
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DOI |
https://doi.org/10.11112/jksmi.2018.22.1.176 |
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Keywords |
좌굴성능 ; 스페이스 프레임 ; 좌굴응력 ; 볼 접합부 ; 변위센스 Buckling performance ; Space frame ; Buckling stress ; Ball joint ; LVDT |
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Abstract |
The purpose of this study was to investigate the safety and rationality of buckling strength and length coefficient by comparing with the design standards of domestic and foreign compression materials based on the buckling test results of circular steel pipe with ball joints. The types of round steel pipes selected for buckling performance evaluation were ø48.6 × 2.8t, ø60.5 × 3.2t and ø76.3 × 3.2t. For the design of domestic and foreign compression materials, Korea 's Load Resistance and Factor Design, Japan' s Limit State Design, and British Standard BS5950 standard were applied. In this study, we compared and analyzed the buckling performance between the experimental results of the previous research and the domestic and foreign design standards. The results were summarized as follows. As a result of applying the full length of the member to the buckling length in the compression materials design standards of each country, it was 64-89% of the buckling strength by the experiment. Therefore, it is deemed desirable to perform the member design according to the current design standard formula for safety. Experimental results show that the measured buckling strength was 1.02-1.43 times higher than the buckling strength of pure cylindrical steel tubes in the design standards of Korea, Japan and the United Kingdom compression materials. Consequently, it seemed that the buckling strength of individual member in the design of space frame structure should be considered buckling coefficient as the length of pure round steel pipe rather than the length of inter-node.
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