種別 論文
主題 Parametric Study on Shear Capacity of Joint between UFC slab and Steel Girder using Headed Studs by FEM Analysis
副題
筆頭著者 Thi Thu Dung NGUYEN(Kajima Corporation)
連名者1 一宮利通(鹿島建設)
連名者2 Akinori SATO(Hanshin Express Co. Ltd.)
連名者3 小坂崇(阪神高速道路)
連名者4
連名者5
キーワード shear capacity、 headed stud、 FEM analysis、 slab joint、 bridge、 optimization、せん断耐力、頭スタッド、FEM解析、床版の接合部、橋梁、最適化
41
2
先頭ページ 1039
末尾ページ 1044
年度 2019
要旨 In a hybrid bridge, the joint of UFC bridge slab and steel girder using headed stud shear connector and non-shrinkage mortar has been developed. Nevertheless, in the real structures, in order to adjust the elevation of the slab, the thickness of the filled mortar is varied, whereas, the shear capacity needs to be ensured. This paper presents a 3D FEM model, which simulated accurately the experimental results. Furthermore, results of a parametric study on shear capacity of the headed stud connection with different mortar thickness and stud height using 3D FEM analysis are reported.
PDFファイル名 041-01-2174.pdf


検索結果へ戻る】 【検索画面へ戻る