The Petroleum Structural Engineering® software is a technology for Offshore Structural Analysis and Design
ABS American Bureau of Shipping has approved the PSE Petroleum Structural Engineering® Software for the analysis and design of offshore derricks and structures. This engineering software solution is used worldwide by several notable international companies in production work for building innovative offshore and onshore structures.
The PSE software is robust tool developed by SAFI Structural Software. Established in 1986, SAFI is a technology-driven company designed to empower engineers to tackle complex structural challenges with ease. With a rich history of 38 years of continuous development, the PSE software stands as an example of innovation in the Oil&Gas industry.
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API Specification 4F, 5th Edition, Drilling and Well Servicing Structures
The PSE Software is a robust technology built on a ribbon-based interface, empowering structural engineers with advanced capabilities for modeling, analysis, design and rehabilitation of drilling structures for the oil & gas industry, including Offshore Platform Rigs, Land Drilling Rig Substructures, Land Drilling Rig Masts, Derricks, Drilling Masts, Rigs and Substructures.
Pricing includes technical support, updates, and new releases throughout the subscription period.
1 (800) 810-9454
1 (800) 810-9454
Explore the extensive features and functionalities of Petroleum Structural Engineering – PSE software. You will discover remarkable capabilities, user-friendly modeling tools, and robust analytical resources that empower you to tackle engineering challenges with enhanced efficiency and precision.
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API Specification for Drilling and Well Servicing Structures (5th edition)
The Petroleum Structural Engineering® software has a tool to generate wind and ice loads on open structures such as drilling structures. It allows generating automated ice loads or wind loads on each element of the structure.
The PSE software automates wind loads applied to members. These loads are calculated based on the projected area, projected pressures or velocity components approaches. The program offers a variety of wind profiles and automates the determination of the shape coefficients (drag factors).
A wind profile in a selected direction provides the wind intensity that generates the wind loads to structural members and surface areas. As many as required wind directions can be defined through different basic loads.
Member selection procedures allow the application of the wind profile to the entire structure or to specific zones and excluding members behind or in front of wind walls. It is possible to apply the API 4F wind loads directly to elements such as equipment, wind walls and other objects attached to the drilling structures.
The shape coefficient (Cs) is automated in the PSE software for various section shapes. The program accounts for the gust factor (Gf) and the reduction factor for shielding (Ksh) for members and appurtenances.
High pressure mud piping, electrical cable trays, junction boxes, racking boards, tong counterweights, turning sheaves, deadline anchors, crown accessories, casing stabbing baskets and other outfitting items add weight to the derrick. Weight data is converted to masses applied at the correct locations on the derrick.
Wave and current loads generated forces applied to submerged structural members in platforms and floating hulls are analyzed through linear and nonlinear kinematics in accordance with the API RP 2A specifications.
The PSE software computes wave and current forces applied on the structural members. The wave kinematics can be established using either Airy’s linear theory or Fenton’s nonlinear theory.
The linear kinematic theory is valid where the wave height is small compared to the water depth. On the other hand, the nonlinear kinematic theory, proposed by J.D. Fenton, solves the motion equations by representing the velocity potential and surface elevation with a Fourier series.
The later method minimizes the error of each parameter governing the wave motion equations and is valid over the entire spectrum.
The PSE software accounts for the following wave profiles and kinematic parameters:
Preview of the wave surface profiles, velocities and accelerations at any point is readily available.
According to commentary C.3.2.1 of the design code API RP-2A-2003, the Doppler effect is accounted for by calculating an apparent period defined as the wave period as seen by an observer moving with the current.
Marine growth increases the cross section diameter and surface roughness of the members and it is defined by a set of elevation-thickness pairs.
In the PSE software, the current profile is described with respect to the sea bed. The current speed is defined by a set of elevation-velocity-angle triplets and the reduction of the current speed in the vicinity of the structure or the blockage factor is accounted for.
In order to combine the current with the wave profile, the current needs to be stretched, or compressed, to the local wave surface. Two stretching methods are available:
The input for the member wave loads consists of the following six parameters:
The member forces, calculated using Morison equation, vary according to the position of the waves with respect to the structure. In order to obtain the maximum forces in the members, the critical position of the wave crest is determined by the program.
Perform Advanced Structural Analysis
The PSE software has comprehensive structural analysis methods such as FEA Finite Elements Analysis, Static Analysis, Linear and Nonlinear Analysis, P-Delta Analysis, Natural Frequency Analysis, Static Equivalent Seismic Analysis, Dynamic Time-History Analysis, Seismic Time-History Analysis, Modal Analysis, Spatial Objects and Spatial Loads, Buckling Analysis, Response Spectrum Analysis, Advanced Section Stress Analysis, Torsion and Warping, Built Up Sections, Catenary Cables, Nonlinear springs, Diaphragm Analysis, Horizontal Notional Loads, Loads and Load Combinations.
State-of-the-art analysis tools
FEA including plates and shell elements
Torsion including restrained warping of open sections
Linear and exact non-linear cable elements (catenary cables)
Non-linear analysis using load control and displacement control strategy for better convergence
Possibility to add non-structural components using spatial objects
Complying with seismic requirements
Automated static equivalent method of the building codes (NBCC and IBC)
Seismic response spectrum, seismic time-history, and dynamic time-history analysis
Customized response spectrums and accelerograms
Fully customizable analysis parameters
Maximal response using CQC and SRSS methods
Automated or user defined damping
Graphical display of response spectrums and accelerograms
User defined incidence angle of seismic loads and vertical components
Customized analysis and output time steps
Time-history results can be provided for selected parts of the models
Benefit from result animation
The PSE software allows users to animate results from different types of analysis such as:
Static linear analysis
Static P-Delta analysis
Buckling analysis
Natural frequencies analysis
Seismic and dynamic analysis
Users can animate various static linear and P-Delta analysis results such as:
Structure displacements
Internal forces
Stresses
Support reactions
Frequency and Buckling
The frequency and buckling analysis provide multiple mode shapes describing multiple behaviors of the structure. With large models, the animation is helpful to discern and understand the mode shapes. It is easier to determine if the buckling mode is a local or global phenomenon. It also provides a very accurate interpretation of the participating mass of each mode in a seismic spectral analysis.
Time-History
The animation function displays every saved time-step to provide an accurate representation of the displacements, velocities, accelerations and internal forces acting on the structure.
This will provide users a better understanding of the structure behavior during the dynamic event, such as finding the critical time of the dynamic loading.
Animating the envelopes helps minimizing the amount of information on the screen. Users can focus on the most critical regions of the model.
Design and Verification in Compliance with American Standards
Design and verification are carried out in accordance with American standards AISC 360-16 (LRFD and ASD), AISC-LRFD-99, and AISC-ASD-89. The PSE software accounts for axial compression, bending, tension, axial flexion, shear, as well as torsion and warping design.
Software Capabilities
Petroleum Structural Engineering® software incorporates reduced section properties for structural steel sections from the AISC standard section library in the 14th Edition of the AISC Steel Construction Manual (T_eff = 0.93 T_nominal). It includes the Direct Analysis Method (DAM) and the Effective Length Method (kL) as outlined in AISC 360-16. The DAM considers initial imperfections using theoretical loads and reduces stiffness according to AISC 360-16. It also provides a semi-automated command to calculate buckling factors (K).
Features and Standards
Steel Verification
Steel verification includes classification, strength, and stability checks as per the design standards. The software calculates the strength of steel elements under bending, compression, tension, shear, and combined forces based on linear analysis, P-Delta, non-linear, seismic, and dynamic analysis results.
Intuitive modeling features
Users can model structures using an intuitive graphical user interface powered by DirectX 11 and OpenGL 2.0 for increased speed and capabilities and generate executive and customizable formatted reports in Microsoft Word and Excel worksheets.
Manipulate models graphically with extreme flexibility.
The unmatched graphical user interface of the PSE software allows to create, analyze and design large and complex bridge models quickly and easily. Bridge models can be shown as lines, wire frames, or can be rendered as 3D solids. Functionalities of the PSE program allow to generate automatically detail elements in an automatically generated mesh perimeter. An object transparency option is available for various components such as current selection, solid members, plates, surfaces, spatial objects, panels.
Versatile modelling tools
The PSE software includes powerful and productive features to generate any type of models:
Local coordinate systems
Linear or circular lines of constructions for model creations
Automated commands for model creation such as move, rotate, extrude, copy, attach, subdivide and others
Models can be edited either graphically or by means of spreadsheets
Elements can be created in batch or one by one
Elements of the models can be selected either graphically or according to a set of criterions
Persistent groups of selected objects can be created and edited graphically or by means of spreadsheets
Powerful edition and automatic generation tools
Similar connected members can be merged together
Elements of the structure can be renumbered according to several criterions
Element attributes can be set graphically or by means of spreadsheets (sections, analysis parameters, rotation angles, etc.)
Surfaces can be used for load transfer and self-weight calculation.
Unit systems
Metric, imperial, and mixed unit systems are allowed and can be modified at any time.
Reports are printed according to any unit system.
Display features
The program manages to scale the size of the various pictures including toolbar buttons in order to make the user interface easy to use on every monitor, even on very high-resolution monitors.
3D solid display of all section shapes.
Ultra-fast 3D visualization in wire frame or solid modes.
Customized display of all graphical objects.
Partial model visualization.
Results can be displayed on screen for the whole or a part of the structure.
Results can be displayed for each element separately by means of graphics and numerical results spreadsheets.
Results can be displayed for a set of elements by means of numerical results spreadsheets.
Graphical display of seismic and dynamic analysis results.
Model size limited only to the physical capacity of the computer.
Objects transparency for various components such as current selection, solid members, plates, surfaces, spatial objects, panels.
The level of transparency may be customized for each type of object from the Display Options command.
Functionalities of the PSE program allow to generate automatically detail elements in an automatically generated mesh perimeter.
These functionalities are specifically related to the refinement area, the opening, the linear constraint and the punctual constraint.
All detail elements added to the PSE model will be automatically connected to the finite element mesh.
The mesh perimeter will also connect any elements already in the model to the mesh perimeter automatically if they are in the plane of the mesh contour.
Comprehensive reports
The PSE software provides an exhaustive set of result features that include graphical views, diagrams, numerical tables, and text reports.
Results can be visualized either graphically or numerically.
Customized list of input data and results to be printed.
All graphics can be printed or copied to the clipboard for use in external programs.
Reports can be generated in:
-Microsoft Word
-Microsoft Excel
-Unformatted text (.txt)
Generate the report for the whole model or a selection of elements.
Printing limit states results for the critical results only for each member or for physical member for the critical combination.
File import and data exchange
IFC (INDUSTRY FOUNDATION CLASSES)
The integration of the IFC in the PSE program enables importation of models from a large number of architectural and structural software. IFC-Architecture interface for importing models from Revit or other IFC compliant programs.
IFC (Industry Foundation Classes) is an open and neutral data format allowing the definition of related classes to all construction objects. It is dedicated to the building sector and aims to software interoperability (all editors, all applications).
IFC is the most widely used protocol for information exchange and sharing between different platforms of BIM (Building Information Modeling).
AutoCAD interface to import and export models by way of a DXF file.
The solid view of the structure may also be exported when exporting to AutoCAD.
The SDNF (Steel Detailing Neutral File) interface exports beams, columns and braces to SDNF compatible detailing software.
The KISS (Keep It Simple Steel) interface exports beams, columns and braces to KISS compatible estimation software.
If required, members subdivision and account for physical elements will be carried out automatically.