In RM Bridge , inside OpenBridge Designer , the user can select the Non-linear Material option at the Non-linear Analysis options inside the Basic Settings Tab of the Analyzer Recalc Window for the consideration of the non-linearities in the modeled structure…
Boundaries are any border around elements of a cross-section, internal or external to the CS.
The Boundary constraints are defined by a set of connected boundary line segments and the options are shown in the image below.
More information about…
This is the Main Page of a series of Wiki articles on the Be Communities page for OpenBridge and OpenTunnel engineering software solutions from Bentley Systems Inc .
OBD - OpenBridge Designer OTD - OpenTunnel Designer
OpenBridge Designer includes…
For the ABS rule we have basically to make a summation of the absolute values, so the formula is simply:
Rtot = Σ|Ri|
When considering it together with the RM superposition method , to get corresponding values, we also have to check the sign of the…
Inside OpenBridge Designer , at the Extras Menu, in RM Bridge Analyzer , the users will find useful special functions for Loading and Stages definitions including the additional macro for easily generating the extensive input sequence template for standardized…
Inside OpenBridge Designer , at the Extras Menu, in RM Bridge Analyzer , the users will find useful special functions for Loading and Stages definitions. These are additional macros for easily generating extensive input sequences or templates for standardized…
RM > Analyzer > RateF schedule action evaluates the load rating factor for the bridge structure according to AASHTO code.
Parameters necessary to be introduced are:
Dead load: FactSWSUM.sup
Live Load Sup: FactTraffic.sup
Capacity: Steel PrimLC…
Is presented below the Rating Factor calculation done in OBD / RM Bridge for a two spans composite steel bridge with a central pier.
Bridge Modelling done in OBM and calculation performed in RM on a complete model in OBD.
Table of Contents:
A…
RM > Modeler definition of slender parts in cross-section.
Cross-Sections – Slender Parts:
Required for the local buckling.
Reference Set – Steel Slender part type
Start point = free point
Line point = restraint point
Subtype of slender…
The RM Bridge model in Modeler is created with the assumption of one of the three possibles Cross-section planes for the elements in Elevation :
Normal to element axis in Elevation : perpendicular to the defined local element axis, i.e., in the Local…
OBD CE 2022 Release 1 and RM Bridge v11.14, the User can import OBM Deck Templates into RM Bridge for structural analysis, following the below steps:
1.OBM Create Deck Template
In OBM > Utilities > Libraries > Decks, create a new deck cross-section…
This topic summarizes the new enhancements in OpenBridge Designer (OBD) CONNECT Edition 2022 Release 2 and its components OpenBridge Modeler (OBM), RM Bridge, LEAP Bridge Concrete (LBC), and LEAP Bridge Steel (LBS). The full list of enhancements and error…
At the Recalc Window: 3. Dynamics/Iterations: 2. Iteration control , the definition of the convergence parameters for non-linear iterative structural deformation analysis is set. The default values ensure in general a fast and sure convergence to an extremely…
RM Bridge Enterprise Recalculation Window has, inside the Advanced Options, the possible Dynamics / Iterations options to be set up; and, as shown in the screenshot below, they settings 2. Iteration Control , includes an option Used processors (threads…
In RM Bridge inside OpenBridge Designer , the best practice for Diaphragms & Stiffeners is creating a separate Link segment for these elements. The Links can be accessed at the Main Girder menu, at the top right, as shown in the screenshot below. The…
In the RM Bridge inside OpenBridge Designer, the Modeler portion of the application allows the users to create virtually any Cross-Section geometry. The definition of cross-sections is independent of axes and segments as they will get connected to segment…
For RM Bridge inside OpenBridge Designer users have the option to Read Cross Section From DGN at Modeler\Import CS that allows the DGN drawing files to be used to create just the references, as no intelligence or references or variables are yet possible…
The Recal Window 2. Extended Settings: 1. Special Settings allow the user to create additional definitions of:
Use Shear Lag Defs for Stiffness reduct .: Shear Lag areas are ignored for bending moments of inertia reducing the CS values.
Join Primary…
The Recalc Window Menu Options 2. Extended Settings allow users to set additional global calculation parameters for:
Special Settings : Shear Lag and deformation, Composite Join Forces, Primary TempVar, FE results options;
Prestressing : Cross-section…
In this Demo example a simple-supported beam with three different prestressing is considered for comparison:
Variant 1 - PExt: External Tendons Only
Variant 2 - DEFAULT: External and Internal Tendon
Variant 3 - PInt: Internal Tendons Only
…
RM Bridge inside OpenBridge Designer has several Wizard pre-processor options to create different models for typical bridge projects based on minimum user-defined input data. It can be accessed in two ways:
Navigation Tree (at the top left window…
For RM Bridge inside OpenBridge Designer , the Stage Simulation option at the Analyzer portion allows users to visualize the different construction sequence stage analysis variants definitions for each alternative for the same structure. for each Stage…
For RM Bridge inside OpenBridge Designer, at Analyzer Analyzer /Schedule/Stages/Schedule Actions/ Static Calculation the users will find the available standard static structural analysis:
Calc : Calculate static load
Stress : Activate and calculate…