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Theoretical and Experimental Studies of the Internal Force Transfer Mechanism of Perfobond Rib Shear Connector Group
Publisher: American Society of Civil Engineers
Antislip Safety of Double-Cable Multispan Suspension Bridges with Innovative Saddles
Publisher: ASCE
Abstract: Compared with suspension bridges with a single main cable in each cable plane, adding a cable with a different sag may increase the vertical stiffness, but also increase the demand of frictional resistance at the saddles. ...
Frictional Resistance between Main Cable and Saddle for Suspension Bridges. I: Friction Characteristic of Single Strand
Publisher: ASCE
Abstract: The frictional resistance between main cable and saddle of a long-span, multispan suspension bridge is significant for the safety of the bridge. Typically, the main cable of a long-span, multispan suspension bridge has ...
Frictional Resistance Between Main Cable and Saddle for Suspension Bridges. II: Interlayer Slip of Strands
Publisher: ASCE
Abstract: The capability to accurately evaluate the frictional resistance between the main cable and saddle is essential for the design and evaluation of suspension bridges. In this paper, an analytical model is developed to predict ...
Analytical Study on Internal Force Transfer of Perfobond Rib Shear Connector Group Using a Nonlinear Spring Model
Publisher: American Society of Civil Engineers
Abstract: The perfobond rib (PBL) shear connector group composed of multiple layers of PBL shear connectors has been proven to be one of the most effective load-transferring components and is widely used in cable-stayed bridges. In ...
Analytical Models of Frictional Resistance between Cable and Saddle Equipped with Friction Plates for Multispan Suspension Bridges
Publisher: American Society of Civil Engineers
Abstract: Frictional resistance between the main cable and saddle is essential for counterpoising huge unbalanced cable tension in different spans of multispan suspension bridges. Vertical and horizontal friction plates are employed ...
Flexural Behavior of Steel–Concrete Composite Beams Considering Interlayer Slip
Publisher: American Society of Civil Engineers
Abstract: Steel–concrete composite bridges, which combine the excellent tensile properties of steel beams and the compressive properties of concrete slabs, are widely used worldwide because of their superior mechanical properties, ...
A New Validation Metric for Models With Correlated Responses Using Limited Experimental and Simulation Data
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Model validation is the process of determining the degree to which a model is an accurate representation of the real object. Most of the existing model verification metrics rely on massive data, which are expensive to ...