Possibility of non-composite girder considering composite action of shear connector satisfying limit states

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  • 限界状態を満足するずれ止めの合成効果を考慮した非合成桁の可能性
  • ゲンカイ ジョウタイ オ マンゾク スル ズレドメ ノ ゴウセイ コウカ オ コウリョ シタ ヒゴウセイ ケタ ノ カノウセイ

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Abstract

<p>This research is intended to find the sectional property and the arrangement of shear connectors of the non-composite girder in which the composite action of the shear connectors is taken into accountand the components of the girder satisfy their required limit states. Therefore, the rigid-body-spring model analysis is conducted to simulate the behavior of the non-composite girders. In this analysis, the material nonlinearity of the concrete, steel material and shear connectors is considered. The behavior of a simple and a continuous non-composite girder with slab clamps or headed studs as a shear connector is investigated, and the responses are compared with the limit states at serviceability and safety conditions.</p>

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