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- W2359163247 abstract "With reference to the Shanghai Changjiang River Bridge Project,the three-dimensional finite element model is used to calculate the shear forces of welded studs in anchorage zone of steel and concrete composite pylon of cable-stayed bridge under the action of stay cable forces.The distribution laws of the vertical,transverse and resultant shear forces of the studs in the pylon respectively verical and transverse to the bridge are analyzed.The results of analysis show that each type of the shear forces in the pylon along the vertical and transverse direction of the bridge is considerably ununiform.The shear force of the studs in the top of the pylon vertical to the bridge is great while at the bottom of the pylon,the force is little.The shear force of the studs at the outer side of the column of the pylon transverse to the bridge is great while in the middle,the force is little.The adjustment of transverse spacing distance between the studs can effectively improve the degree of ununifomness of the shear force of the studs transverse to the bridge.The rigidity of the studs has very significanat influence on the maximum shear force of the studs,to which much attention should be paid in the design." @default.
- W2359163247 created "2016-06-24" @default.
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- W2359163247 date "2008-01-01" @default.
- W2359163247 modified "2023-09-24" @default.
- W2359163247 title "Shear Force Distribution of Welded Studs in Anchorage Zone of Steel and Concrete Composite Pylon of Cable-Stayed Bridge" @default.
- W2359163247 hasPublicationYear "2008" @default.
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