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- W2380511020 abstract "Based on the widening construction of the Fengshan grade separation bridge in the line of Xiamen-Zhangzhou expressway,the experimental study was conducted to analyse and compare the static characteristics of key section such as stress distribution,deflection and lateral load distributions in the process of using different longitudinal connections to widen the skew prestressed continuous bridge with hollow slab.The mechanical properties of different longitudinal connections in the action of the supporting unsymmetrical settlement were also analyzed with finite element model.The results show that(1)the load transmission capacity of rigid-connection model is lightly better than that of hinged-connection model;(2)the end part of the flange and connecting part are in the elastic range under the largest load;(3) the coupling of bending and torsion is obvious in the widening and rehabilitation of the bridge with a large skew angle,so better overall load transmission capacity is required.According to the results of analysis,it is recommended to select the rigid-connection,and the settlement should be controlled within 5 mm." @default.
- W2380511020 created "2016-06-24" @default.
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- W2380511020 date "2011-01-01" @default.
- W2380511020 modified "2023-09-22" @default.
- W2380511020 title "Static Experimental Study on Longitudinal Connection Model in Widening of Skew Continuous Bridge with Hollow Slab" @default.
- W2380511020 hasPublicationYear "2011" @default.
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