ALL-IN-ONE FLAGSHIP APPLICATION
#Parametric #3DModelling #FEA #CAD #CodeCheck #LoadRatingOpenBrIM app is our main 3D modeling platform, includes our 2D drafting engine, 3D advance analysis engine, inspection, load rating, health monitoring and more. It provides access to all OpenBrIM.Incubator and OpenBrIM.Library objects.
OpenBrIM Brings Finite Element Analysis To Your Browser
OpenBrIM.Analysis is a cross-platform, high performance 3D finite element application specifically designed for the bridge engineering industry.
Element Library
Spring Stiffness Element (Linear/Nonlinear)
6x6 Stiffness Element (Linear)
Line Element (Linear/Nonlinear) (Elastic/Inelastic)
Surface Element (Linear/Nonlinear)
Volume Element
Loading Capabilities
Nodal loads and Nodal Displacement Loads
Element Loads
Temperature Loads (Uniform, Linear, Nonlinear Gradient)
Vehicular and Pedestrian Live Loads
Prestressing Loads
Wind Loading
Supported Analysis Types
Linear/Nonlinear Static Analysis
Pushover/Buckling Analysis
Influence Surface Based Live Load Analysis
Eigenvalue/Ritz/Response Spectra Analysis
Time Dependent Staged Construction Analysis
Staged Construction Analysis
World's First And Only Parametric Staged Construction Analysis Engine That Runs In Your Browser
OpenBrIM.FEA Supports Wide Variety of Bridges and Construction Activities
Staged Placement of Girders and Slabs for Continuous Structures
Span-by-span Erection of Segmental Bridges
Cast in-Situ Balanced Cantilever Bridge Construction
Balanced Cantilever Construction of Precast Segmental Bridges
Incrementally Launched Bridges
Erection of Cable-Stayed Bridges
Extradosed Bridges
Suspension Bridges
Time Dependent Staged Construction Analysis
Staged construction analysis takes into account the effects of geometric, material nonlinearity, and time dependent material properties that include:
Time Dependent Elastic ModulusConcrete Creep Effect
Concrete Shrinkage Effect
Steel Relexation Effect
PT Losses due to creep, shrinkage and superimposed loads
Discover More...
Branched Staged Construction AnalysisActivate/Deactive Elements
Change Boundary Conditions(Add/remove supports)
Prestressed Tendons & Post-Tensioned Tendons(Bonded/Unbonded/External)
Long-Term & Short-Term Losses for Tendons
Multi-Step Tendon Stressing