| Software Option for
          Plus versionsHeat of HydrationThe Heat of Hydration software option
          allows for modelling the heat of hydration of concrete for a variety
          of cement types. Effects due to the addition of fly ash and ground
          granulated blast furnace slag can also be included. When used with the Nonlinear, Dynamic,
          and Thermal software options the heat of concrete hydration can be
          computed during a thermo-mechanical coupled analysis, with the
          temperatures and degree of hydration used by a structural analysis to
          determine a range of time and age-dependent effects. In summary LUSAS has long been
          known for its advanced analysis capabilities, with a concrete cracking
          and crushing material model developed over many years in collaboration
          with top researchers in the field. Using the time-dependent creep and
          shrinkage concrete material model allows for better assessment of
          existing concrete structures and better predictions for concrete
          placed quickly or adjacent to existing material. For early age concrete, hygro-thermal
          analyses allow the determination of heat of hydration across a body of
          concrete, taking into account the availability of water for the
          exothermic reaction with time, based on the concrete mix, shape,
          exposed faces, insulated surfaces, environmental conditions etc. This
          avoids the use of "typical" heat generation curves, although
          these can still be drawn upon for comparison purposes. When a hygro-thermal analysis is
          coupled with a structural or "mechanical" analysis, the
          cracking, crushing, creep and shrinkage capabilities of LUSAS can be
          employed.This allows the determination of time- and age-dependent
          deformations, stresses, crack-widths and more, working to - and beyond
          the scope of - international Codes of Practice. In detail The Heat of Hydration
          software option allows for 2D/3D modelling of coupled
          thermal-mechanical behaviour of concrete due to its curing, and can
          also allow for inclusion of formwork and other materials that might
          act as insulators. The analysis results in thermally induced strains
          that can be used to calculate crack widths and crack patterns. Heat of
          Hydration analysis can be undertaken on mass or reinforced concrete
          with detailed geometric modelling of reinforcement within the concrete
          section being possible. The user has full control over the ambient and
          casting temperatures at the start of the analysis and can also allow
          for fluctuations in temperature. The internal inclusions of artificial
          cooling or heating can be done at discrete locations in a 2D analysis
          or along pipe lines in a 3D analysis. Results from LUSAS have been
          validated against academic research and also against a third party
          heat of hydration program. 
            
              | Heat of hydration example In the simplistic example shown
                right, a cube of concrete is modelled with an 8x8x8 mesh of
                HF8/HX8 elements and the concrete curing process is simulated.
                Temperatures due to the heat of hydration can be obtained by
                examining the hourly timestep results. From the half-model results it
                can be seen that the greatest temperature differential occurs at
                34 hours.  A structural analysis using a
                concrete cracking model based upon mechanical properties for
                this time interval is then carried out and cracks can be
                observed when differential expansion is enough to cause
                principal stresses that lead to material failure. |  
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              |  | Animation of
                temperature change in mid-section of concrete block |  
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            | Crack planes at 35
                hours | Maximum principal
                stresses at 35 hours |  Hygro-thermal analysis of a dam For the
          staged construction of a dam, the effects that formwork and
          environmental conditions have on the curing concrete can be examined
          and The temperatures and stresses for each
          time step for each construction stage can be obtained.: 
            
              
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                | Staged
                  construction model | Modelling
                  formwork during a stage |  
            
              
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                | Temperature | Stress |  
                |  |  |  Graphs of results such as the changing
          of concrete temperature over time, shrinkage and thermal strains, or
          water distribution, and more can be obtained: 
 And calculated crack widths for each
          time step in each construction stage, both internally and externally,
          can be visualised: Dependent software options Use of the Heat of Hydration software option
          requires the following other software options to be accessible. 
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