Software Tour

Loading Types and Load Combinations

Loading Types

LUSAS provides a comprehensive range of loading types to cater for most circumstances. Loading types include:
  • Structural loadings include concentrated, body force, distributed, face, temperature, stress/strain, and beam loads.
  • Prescribed values can specify initial displacements, velocity or acceleration at a node. 
  • Discrete loads are used to distribute a given loading pattern over full or partial areas of the model, independent of the model geometry. Point and Patch loads are discrete loads - also known as general loads.
  • Thermal loads to describe the temperature or heat input to a thermal analysis.

Structural, prescribed and thermal loads are feature based loads that are assigned to the model geometry and are effective over the whole of the feature to which they are assigned. Discrete loads are feature independent. Variations in loading can be applied to all feature load types according to the feature on which they have been assigned.

Vehicle Loading

Comprehensive vehicle and general loading facilities make load generation very straightforward, significantly speeding-up the task of defining the loading on a bridge deck.

  • Kingston Bridge widening projectLUSAS Bridge provides static vehicle loading options for many worldwide bridge design codes. These loadings can be used either on their own or with a moving load generator.
  • Moving vehicle/train load generators can be used to automatically generate the required loadcases for a vehicle as it tracks across a bridge.
  • For special heavy vehicles, an Abnormal Indivisible Load generator is included which can generate the load pattern for all possible combinations of vehicles/axle load/axle spacing.
  • An optional Vehicle Load Optimisation facility allows an optimised load pattern to be generated in accordance with the chosen code of practice.
  • As well as vehicle loadings, a wide range of structural, prescribed (initial displacement, velocity, acceleration), discrete and temperature loadings can be applied.

Static Vehicle Loading

Static vehicle, lane, and knife edge loading types are provided for many regional codes of practice. These currently include: AASHTO LFD & LRFD (USA), BD21/97 (UK), 21/01 (UK), BD37/88 (UK), 37/01 (UK), BRO94 and BRO2002 Vehicle and Classification loads and BRO Train loading (Sweden), Korean, Israel,  Norway, HK (Hong Kong), Australia, China, Eurocode vehicle and train loading, Finland, India, New Zealand, Poland and South Africa (coming in V14.3). Additional loading types are being added all the time.

LFD & LRFD Static Vehicle Loading types

Vehicle Load Optimisation

Significant amounts of time can be saved with the optional Vehicle Load Optimisation facility which generates the worst combination of live loading. The interface consists of a series of dialogs requiring only the input of a few parameters to enable the optimised load pattern to be generated in accordance with the chosen code of practice.

Vehicle Load Optimisation sequence

Single and Multiple Stage Prestress and Post Tensioning

Single and multiple tendon prestress wizards calculate equivalent nodal loading due to tendon prestressing or post-tensioning and assign these forces automatically to beam, plane stress or solid elements of the model for the current active loadcase. Computation of tendon forces can currently be carried out in accordance with AASHTO-LRFD, BS5400, Eurocode EN1992 and JTG D62-2004 design codes.

  • The ability to input many hundreds of tendons in one analysis that can be assigned to many hundreds of loadcases is made easy by the use of the multiple stage prestress wizard. Through a series of dialogs, the wizard simplifies the definition of tendon profiles and properties.
  • Elastic shortening losses can be specified for multiple stressing stages – useful for staged construction. Locally defined tendon profiles can be used anywhere in the model and any number of times. One very useful feature allows the tendon profile to be viewed in real-time as it is defined. Tendon material properties including short and long term losses can be specified. 
  • The tendon can then be easily assigned to one or more line features on the model and, more importantly, to one or more loadcases at the same time.

Load Combinations

Smart Combination DialogA key feature of LUSAS Bridge is the Basic, Smart and Code-specific load combination facilities which allow manual or fully automated assembly of design load combinations. From these, envelopes, contour and deflected shape plots, and results graphs can be readily obtained for any loadcase under consideration.

  • Basic load combinations allow for manual definition of loadcases and load factors.
  • The Smart Combinations facility, unique to LUSAS Bridge, automatically generates maximum and minimum load combinations from the applied loadings to take account of adverse and relieving effects. This enables the number of combinations and envelopes required to model a bridge to be substantially reduced. Absolute maximum envelopes are included.
  • Load Combination Wizards use predefined bridge load cases for country-specific design codes and help automate the definition of load combinations for bridges. When used in conjunction with a design code template, combinations of load combinations are automatically created to give the resultant maximum and minimum ULS or SLS loadcases.

Smart Load Combination Wizard


Back to Top | Viewing Results

Software Information

 

Any modelling and analysis capabilities described on this page are dependent upon the LUSAS software product and version in use.

home | software | options | case studies | support | consultancy | academics | news | contact us | jobs | search


LUSAS is a trademark and trading name of Finite Element Analysis Ltd.
Copyright © 1982-2010 Last modified: January 18, 2010.