CYPE Connect (Steel & Timber)

Workflows supported by the program CYPE Connect offers different workflow options as it is an Open BIM tool and is connected to the BIMserver.center platform. Modelling, analysis and graphical information of individual connections are all done completely within the program itself Importing a steel structure previously analysed in CYPE 3D Importing a steel structure previously analysed in CYPECAD Importing structural steel models in IFC format via IFC Uploader Importing structures developed with other tools via StruBIM Uploader

Working environment

The CYPE Connect working environment follows the style of other CYPE modelling tools. The top toolbar contains the main features for creating project libraries, creating and managing the nodes to be analysed, and editing and analysing the connections. The model viewing area is located on the right-hand side of the main interface and allows users to select the analysed connections, as well as to view all the elements of the project in 3D. The list of existing nodes in the project is located on the left-hand side. Any element selected in the 3D model is highlighted in the list and vice versa. Also, the program notifies users of the status of each connection by means of warning symbols. A detailed view of the node selected in the list or in the 3D model is displayed in the bottom left corner.

Defining the project characteristics

In the main toolbar, in the "Project" group, the following project data can be defined:

Selecting the code used in the connection analysis

As an alternative to the detailing of the connections that can be performed in StruBIM Steel, the program also offers users the possibility to analyze the connections using CYPE Connect, which works together with StruBIM Steel, as long as both programs are included in the license. In this case, the selection of the design codes for the different project materials is carried out from the “Codes” window.

Codes available in the program:

Materials library

CYPE Connect allows the following characteristics of the materials used in the project to be saved in its material libraries:

• Types of steel for sections and plates - The steel required for manufacturing the sections and sheets of the project can be saved in the program’s library by entering the reference, description, modulus of elasticity, Poisson’s ratio, coefficient of thermal expansion, unit weight, yield strength and fracture limit. There is also the option of detailing the resistance criteria depending on the thickness of the material.
• Types of steel for bolts - The steel required for characterising the bolts in the project can be saved in the program’s library by entering the reference, description, modulus of elasticity, yield strength and fracture limit. There is also the option of detailing the materials of the nuts and washers.
• Types of steel for anchors - The steel required for characterising the anchors of the project can be saved in the program’s library after entering the reference, description, modulus of elasticity, yield strength and fracture limit. There is also the option of detailing the materials of the nuts and washers.
• Types of concrete - The types of concrete used can also be saved in the program library. To do this, the reference, description, compressive strength, compressive strain in the concrete at maximum stress and the ultimate compressive strain of the concrete must be entered.
• Types of timber - The timber required to manufacture structural timber elements can be saved in the program's library by entering its reference, description, type, characteristic density and other data related to its mechanical resistance. The program includes a wizard that makes it easy to enter the most common types of timber for different uses.
• Materials for dowels - The materials required for characterising the dowels can be saved in the program's library by entering their reference, description, modulus of elasticity, yield strength and fracture limit. The program includes a wizard that makes it easy to enter the most common types of timber for different uses.
• Materials for bolts - The materials required for characterising the bolts can be saved in the program’s library by entering their reference, description, modulus of elasticity, yield strength and fracture limit. The program includes a wizard that makes it easy to enter the most common types of timber for different uses.
• Materials for screws - The materials required for characterising the screws can be saved in the program’s library by entering their reference, description, modulus of elasticity, yield strength and fracture limit. The program includes a wizard that makes it easy to enter the most common types of timber for different uses.

Elements library

CYPE Connect allows the characteristics of the elements to be saved in the following libraries:

• Section library - The CYPE Connect sections library allows users to enter rolled, reinforced, cold-formed and tubular steel sections of various types. As well as manually entering sections, CYPE Connect allows the import of pre-defined section series according to standards, with codes and manufacturers from a wide range of countries.
  Note: When the users' workflow includes the import process from a BIM model of the structure developed in CYPECAD or CYPE 3D, CYPE Connect will import the sections and add them to the library automatically if they are compatible with the program.
• Bolt library - The CYPE Connect bolt library allows series of bolts to be stored depending on different geometrical characteristics. Each series can also be characterised by entering a reference, whether or not there is a locknut, whether or not the bolt is pre-stressed, and the number of washers. As well as manual bolt entry, CYPE Connect has an extensive library of bolts including standards from a wide range of countries.
• Library of cast-in anchors - The CYPE Connect library of cast-in anchors allows series of anchors to be registered, considering different geometrical characteristics. As well as the manual entry of anchors, CYPE Connect allows predefined data to be imported for different types of cast-in anchors.
• Electrode library - The CYPE Connect electrode library allows electrodes to be saved by entering a reference and resistance. As well as the manual entry of electrodes, CYPE Connect allows predefined data to be imported for different types of electrodes.
• Timber sections library - The CYPE Connect timber section library allows timber sections to be saved by entering their reference and geometric characteristics. As well as the manual entry of timber sections, CYPE Connect allows predefined data to be imported for different types of timber sections.
• Dowel library - The CYPE Connect dowel library allows dowels to be saved by entering their reference and geometric characteristics. As well as the manual entry of dowels, CYPE Connect allows predefined data to be imported for different types of dowels.
• Screw library - The CYPE Connect screw library allows screws to be saved by entering their reference and geometric characteristics. As well as the manual entry of screws, CYPE Connect allows predefined data to be imported for different types of screws.

Creating and editing structure nodes

The "Node" group in the top toolbar has different tools for creating, editing and managing the nodes of the structure. Once they have been defined manually or imported from the BIM model, the connection of the structural elements converging at each node can be modelled.

• New node - The "New" option allows a node to be created by selecting two or more bars with a common point. The bars can be selected one by one or by using the crossing method. The selected bars are highlighted in blue. When the operation has been confirmed, a new node is added to the list of nodes on the left-hand side of the interface, and a magenta pyramid appears on the node, representing it.
• Edit node - By selecting the "Edit" option and clicking on the pyramid symbol representing the previously created nodes, a window opens where different parameters related to the node can be edited.
  Here you can edit the node reference, add or remove bars, modify the bar sections and their arrangement, and view the node in 3D.
• Delete node - Using the "Delete" tool, by clicking on the "pyramid" symbol on each of the previously created nodes, the node will be deleted from the model and from the list of nodes.

The same connection shall be assigned to a group of nodes. The connection assigned to a node group will obtain the bar forces of all nodes in that group from the BIM project. The combination filter carried out from "Generate from the BIM model" is based on the sum of the combinations of all the nodes.

The options for managing these groups are the following:

• Group - Allows matching nodes to be grouped together. The connection applied to a group of nodes will obtain the bar forces of all the nodes in the group from the project.
• Ungroup - Allows previously grouped nodes to be ungrouped.
• Group automatically - Automatically groups matching nodes. The connection applied to a group of nodes will obtain the bar forces for all nodes in the group from the project.
  
  

Modelling, analysis and graphical information of connections

Types of connections

CYPE Connect offers the possibility to analyse connections between structural elements made of steel, timber or elements of both materials in the same connection. The analysis also includes the possibility of modelling anchor elements fixed to concrete columns.

Connection between steel elements

Connection between timber elements

Steel-to-timber connection

Modelling connections

Within the "Model" tab, users can enter a list of operations that are used sequentially to define the elements and geometry of the connection.

The entry order and the nomenclature used to identify each operation directly affect the way in which the connections are generated. During the modelling process, the program displays warnings about possible incompatibilities between modelled elements.

The main toolbar in this group allows the following operations to be carried out:

Analysis and code checking of connections

Once the connection has been modelled, the analysis and checking can be carried out. The "Analysis" tab has the following options for this purpose:

• Generate from the BIM model - This option will be available when the job has been created from a BIM model with forces. The load cases and loads of the sections involved in the connection can be generated.
  To do this, the load combinations to be read can be filtered. Not all load combinations have significant values, so it may be advisable to filter the number of combinations to be imported. By default, a filter is shown for each of the 6 forces. The combinations in which the force exceeds the maximum value by a certain percentage, both positive and negative, will be read for each force. Furthermore, a minimum value can be set to determine whether the combinations should be read.
  With this option, loads can also be imported for the rotational stiffness analysis. In addition to the loads, the elastic lengths of the bars of the structural model are also imported; these lengths are necessary for the correct classification of the connection. There are five options for importing load cases according to forces:
• Maximum moments, with simultaneous forces - Imports the load cases with the largest moments "My" or "Mz", with a positive or negative sign, in addition to the other simultaneous forces.
• Maximum moments, without the other forces - Only imports the "My" and "Mz" values from load cases with maximum moments.
• Maximum moments by plane, with simultaneous forces - Imports load cases with maximum moments and their simultaneous forces per plane i.e. creates load cases with forces per plane (XY and XZ).
• All - Imports all load cases.
• None - No load cases are imported.
• Loadcases - This option can be used for defining the load cases to be considered in the connection analysis. These load cases can be generated from the BIM model or configured manually by the user. The following parameters are defined for each load case:
• Number of load steps.
• Allowable tolerance to consider the convergence has been reached.
• Maximum number of iterations in each load step.
• Maximum number of reattempts.
• Loads - This tool opens the "Loads" dialogue box, where the loads acting on each section for each load case are defined. Tables can be copied and pasted directly from a spreadsheet. One of the sections must be the load-bearing section.
  In addition to the loads, the position of the force application point can be defined for each section. This distance will also be read in the BIM model, provided that the structure has been analysed considering the finite dimension of the nodes.
  Furthermore, users can also select the bars from which the rotational stiffness of the connection is to be analysed. In the central part of this window, two tabs appear to define the load tables per load case. The "Rotational stiffness" tab requires a list of loads, the lengths of the elastic bar in the structural model (used to establish the limit stiffnesses of rigid or pinned connections) and the kb factor.
• Design options - Here, users can define the following:
• The maximum discretisation size of elements.
• The length to calculate the average weld stresses.
• The multi-process analysis method of the OpenSees© analysis engine.
• Stress / Strain - Clicking on the "Stress / Strain" button starts the stress analysis and checks. The first time the analysis is run, the implemented version of OpenSees© will be installed automatically.
• Rotational stiffness - Clicking on the "Rotational stiffness" button will start the force analysis and checks. This analysis option allows users to obtain the resistant moment, the initial stiffness, the secant stiffness and the classification of the connection (rigid, semi-rigid or pinned) of the steel sections.
  The results are displayed on the right-hand side of the "Analysis" tab. In the drop-down menu at the top, you can select the type of results to be displayed, "Stress/Strain" or "Rotational stiffness". When choosing "Rotational stiffness", the program displays two tables and the "Moment - Rotation" graph.
  To obtain the "Moment - Rotation" graph, the program runs an iterative process analysing the rotation in different load steps. The resistant moment is obtained when any element of the connection (plates, sections, welds or bolts) does not comply, i.e. when its demand capacity ratio is greater than 100%.
• Classifying the connection - To classify the connection as rigid, semi-rigid or pinned, the limit stiffnesses of rigid and pinned connections must first be established. Depending on the selected steel codes, the initial stiffness or the secant stiffness will be compared with these limits.
• Buckling - Clicking on the "Buckling" button will start the analysis. The local buckling of a connection component occurs due to compression forces and mostly depends on the stiffness of the component and the distribution of the applied loads. The buckling analysis helps to detect unstable connection design configurations under the load of a particular load case.
  There are several ways to evaluate the buckling phenomenon using Finite Elements. The one implemented in the connection analysis is the "Linear buckling analysis" which allows users to obtain the critical load factors of the different local buckling modes of the connection for a given load case.
  Once the analysis is completed, we obtain the critical load factors for each of the buckling modes as well as their deformed shape. The smaller the first critical load factor, the closer we are to an unstable connection configuration.
• Analysis results
• Maximum demand capacity ratio - When this option is selected, the elements appear in a certain colour according to their use percentage. The colour scale is displayed below the 3D view of the connection.
  When clicking on an element in the connection, its checks are displayed on the right. Clicking on an empty space in the 3D view brings up all the checks.
  On the right-hand side, above the “Checks” section, a table is displayed with the “Maximum demand capacity ratio” of each type of element.
  For sections and plates, the deformation is checked by setting a plastic deformation limit of 5 %. For welds, fillet weld strength is checked. For bolts, edge and bolt distance, tensile strength, shear strength and bearing resistance, as well as the interaction between shear and tension are checked. For prestressed bolts, slip resistance is also tested.
• Von Mises stress - This option displays the elements with their discretisation. When clicking on any sheet, its results are displayed in a dialogue box.
• Equivalent Von Mises deformation - This option represents the contour plots of the "Equivalent Von Mises deformation".
• Displacements - With this option, the displacement values are displayed on the analytical model view of the connection.
• Connection analysis reports - The results of analyses carried out in CYPE Connect can also be obtained as reports, which can be accessed via the "Reports" group in the top toolbar of the "Analysis" tab. The available reports include the following:
• Summarised report. This can include data on connection components, applied loads, checks and annotations.
• Checks report. This displays the points analysed according to the selected code, together with their numerical result and a warning indicating whether or not they have been verified.
• Forces in the anchors. This shows the resulting forces for each anchor and for each load combination.

Graphical information of connections

In the "Sheets" tab, there are several tools that allow detailed sheets of the connections to be obtained from the data previously entered in the modelling phase.

• Scenes and views - To prepare the sheets, views of the connection model (elevation, floor plan, profile, 3D view, etc.) can be entered at the desired scale. The program allows both predefined views and user-created views to be entered.
• Dimensions and tags - The program provides traditional drawing elements as well as dimensioning tools. Line, text or dimension styles can be manually defined and saved for use in future connection sheets.
  To tag the elements, the tagging tool incorporates the most common types of tags for connection sheets. However, to speed up the process, an automatic tagging tool has been designed, which automatically generates the tag of the selected element with content and shape predefined by CYPE Connect. When dimensioning the connection elements, once the dimension has been entered, the position of the text can be modified.
• Sheet composition - Once the connections have been detailed, the composition process can begin, in which it is possible to create one or more sheets with the contents of the detailing of the connections. The "Link" tool allows a reference of the content of one sheet to be inserted into another, although the "Sheet composition" option generates a mosaic with the selected sheets.
• Linking with the connection model - The content of the sheets is linked to the model of the connection, i.e. the scenes and views that have been defined, as well as the element tags that have been entered, will be automatically updated if changes are made to the model of the connection. If the connection is exported to the "Connection library", the sheets will also be exported and can be reused in future projects.

Structural timber element connections

CYPE Connect can model and analyse connections between structural timber elements and steel-to-timber elements, as well as connections between steel elements.

This feature allows users to design steel-to-timber connections. In this type of connection, forces are transmitted from one piece of timber to another by means of metal elements (fasteners and connections).

The connection between the different structural timber elements is achieved by means of dowel-type fasteners and auxiliary steel elements such as metal sheets or sections. The timber elements transmit their forces via the fasteners (bolts, dowels and screws) to all the other elements to which they are connected (steel sections and sheets).

Connections library

The connections library allows connections to be saved and applied to other nodes in the same job or other jobs. This library is common to CYPE Connect Steel and StruBIM Steel. The “Import”, “Export” and “Connections library” options can be accessed from the connection editing panel.

The connections exported to the connections library also save the sheets that have been defined, so that the work involved in producing the detailing sheet of the connection can be used for similar connections when applying a connection available in the library.

Integration into the BIMserver.center platform

Many of CYPE's programs are connected to the BIMserver.center platform and allow collaborative work to be carried out via the exchange of files in formats based on open standards.

In order to work on BIMserver.center, users can register on the platform free of charge and create a profile. Together with the installation and running of each program connected to the platform, users will install and run BIMserver.center Sync, which is in charge of keeping the files of the projects developed collaboratively in BIMserver.center up to date.

Options available in CYPE Connect

The "BIMserver.center" group in the main toolbar contains the options required for using CYPE Connect together with other BIMserver.center tools.

• Importing and updating BIM models - The "Update" option updates the information contained in the models previously imported from the project and also imports information from new contributions.
  The import of the model is carried out according to the settings defined by the user, who can establish how new, modified and deleted elements of the BIM model are shared.
• Sharing the BIM model with other users - With the "Share" button, users can export the information contained in the model developed in CYPE Connect to the BIMserver.center platform.
  During the export process, a number of details can be defined regarding the identification of the files to be exported, as well as the location of the local copies that will be automatically generated.