Steel Composite Bridge Wizard (Layout) |
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About Steel composite girder wizard The fundamental objective of using the Steel Composite Bridge Wizard is to generate 3D finite models with ease in a relatively short time. Straight, curved, and skewed bridges can be modeled with various bracing conditions and substructure types. Also, both of Frame and plate elements can be used for modeling. Loadings and construction sequences can also be defined using the straightforward inputs and intuitive interface of the wizard. Wizard configurations The wizard consists of the four main Tab. The first tab (Layout) is for defining the basic geometry of a bridge and support properties. The second tab (Section) is for defining the material and section properties and also defining the locations of girders and beams with spacing or division information. The third (Load) and fourth (construction stage) tabs are to define the load and construction stage conditions Due to unshored construction processes, the loads applied on steel composite sections are different in before composite and after composite states. Users can specify the exact states of loading conditions depending on the construction stages. All Wizard input can be saved into a “*.wzd” file format.
Using the wizard, full steel composite bridge models can be generated. Define the overall layout of the bridge geometry, boundary conditions, etc. in the Layout tab. |
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From the Main Menu select Structure > Wizard > Steel Composite Bridge Wizard > Layout |
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Select one of the following girder types for the bridge: Composite Steel I Composite Steel Box Composite Steel Tub The deck and girders can be modeled in different modeling approaches: all frame, all plate, deck as plates and girder as frames, and deck and flange as plates and web as frames. All Frame Use frame elements for the entire model. This option is ideal for conventional straight bridges and can increase the efficiency of analysis times. The All Frame type supports every girder type – the composite I, box, and tub types. All Plate Use all plate elements for the model. This option is ideal for curved or skewed bridges which requires more detailed analysis than simple bridges. Frame elements with section property cannot consider the effects due to torsion with differences in section angles due to skews or curves. Therefore, the All Plate option can be used for the bridges with complex geometry. Only the composite I-girder type is supported by the All Plate approach. Deck as Plates & Girder as Frames Use plate elements to model the deck and frame elements to model the girders. The composite I, box, and tub girder types are supported by this option. Deck & web as plate, flanges as frame. Use plate elements to model the deck and web, and frame elements to model the frame. Only the composite Steel I section are supported by the All Plate type. Note Depending on the girder type (I, Box, & Tub) and modeling approach (All Beam, All Plate, …), the input menus are customized. Only frame elements are used to model bracings and substructures regardless of the modeling approach selected.
Specify the span length(s) in order. (e.g. “300, 400, 2@300, 100” indicates that the first through the fifth spans are 300 ft, 400 ft, 300 ft, 300 ft, and 100 ft long each. The span information is for the Reference Line. If the bridge model is skewed and/or curved, any span information should be taken from the Reference Line position. Note Also, the distances of deck element spacing, and distances of bracing spacing are based on the Reference Line.
Specify the total deck width of the bridge. The deck width is used to indicate the deck width of the entire bridge. This information is used to create any dummy deck member or to suppress the deck information in the section properties for the All Plate or Deck as Plates and Girder as Frames modeling types.
Specify the skew angle of each support position of the bridge in plan (θ deg). The skew angle must be between -75 and 75 degrees. This angle is applied to each support or pier unless the Advanced option which is used to specify varying skew conditions is used.
Distance between the reference line and the center line of the bridge.
Specify the radius for a horizontally curved bridge. Convex: Convex curvature (center of circle located below the curve) Concave: Concave curvature (center of circle located above the curve)
Select Curve Data or Coordinate Data as an input method and click Curve Data: Using the Multi-Curve Advanced option, the curvature can also be defined for a combination of straight and curve geometries. Plan Curve Define the horizontal curve(s). Straight Line: The start and end location of the straight line. Circular Curve: The start and end locations of the plan curve with specified radius of the curve point. Transition Curve: The start and end locations of the transition curve with specified radius of the curve point. Vertical Curve Station: The station of the vertical curve ELEV.: The elevation of the vertical curve Curve Length: The horizontal length of the vertical curve Bank Rotation Station: The station of the bank rotation Super Elevation: The super elevation of the bank rotation. Example
Coordinate Data: Using the Multi-Curve Advanced option, the curvature can also be defined for a combination of straight and curve geometries. Start Station: The start station of bridge modeling Plan Curve Define the horizontal curve(s). Plan Curve Span Start: start station of plan curve No. of Plan Curve Point: Number of Plan Curve points. At least two of the plan curve points are required for the beginning point (BP) and the end point (EP). If the bridge has more than one curve or is a combination of curve and straight geometries, the number of plan curve point is equal to or greater than three. If three or greater number is input for the number of plan curve point, additional intermediate points (IP 1 for three plan curve pints, IP 2 for four plan curve points, …) BP: The beginning point of the plan curve EP: The end point of the plan curve IP 1, 2, …: The intermediate points. (IP 1 for three plan curve pints, IP 2 for four plan curve points, …) X Coord.: the x coordinate of the curve point Y Coord.: the y coordinate of the curve point R: The radius of the curve point A1: The parameter of BTC(Beginning of Transition Curve) A2: The parameter of ETC(End of Transition Curve) AE: The parameter of egged shaped clothoid curve R2: The 2nd radius of egged shaped clothoid curve Vertical Curve Station: The station of the vertical curve ELEV.: The elevation of the vertical curve Curve Length: The horizontal length of the vertical curve Bank Rotation Station: The station of the bank rotation Super Elevation: The super elevation of the bank rotation. Example
When the superstructure and substructure are connected with bearings: Supports: Bearings are represented by fixed or simple support. Once the position of fixed support is determined, all the other supports are considered as free support longitudinally. Elastic Link: Bearings are represented by elastic links. Enter the stiffness of bearings in each degree of freedom (Dx, Dy, Dz, Rx, Ry, & Rz) for the abutments and the piers. Click the
Substructure is included in the model. Define the following parameters for the Abutment, Elastic Link Stiffness, and Pier. The model includes and models the substructure with this option. Abutment Bearing Type Fixed: Abutment set as fixed support Elastic Link: Bearings are represented by elastic links. Enter the stiffness of bearings by directions for the abutments and the piers. Click Pier Pier Cap Check the option if the pier has a pier cap Section Select the section to be used for the pier cap. Click Length: Transverse length of the pier cap Material Enter the material property to be used in the pier structure. Click Pier Support Fixed: Fix support is applied to the bottom of the pier. Spring Support: Spring support is applied to the bottom of the pier. Spring Stiffness: Enter the horizontal and vertical spring stiffness values. Click the Column Section Select the section to be used for the pier. Click Height Enter the height of the pier. Click Spacing If more than two columns are needed to be defined, specify the distance between the columns. If more than three columns, different spacings are input with commas (e.g. “10, 12” or “2@10”)
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