The Software

Simulating discontinuous structures such as masonry through the use of continuum based numerical models was not considered sufficient to provide the required level of accuracy and generally did not provide a practical method of analysis for masonry. Such techniques fail to accurately predict the dynamic mechanisms involved when initially isolated parts react together. Because of these inherent drawbacks Cintec has employed a discrete element technique.

Working closely with consulting engineers, Cintec utilises an advanced dynamic version of the ELFEN software programme. This has been adapted to represent differing masonry properties. These range from Macro blocks with essentially no strength within to the joints - (commonly found in historical structures), Brittle Material; (where blocks and joints have predominantly similar strengths as is often the case for modern forms construction) and Brittle Macro Blocks which uses the macro block approach but with brittle materials to permit block representation to fracture into further parts.

Backed by this research, Cintec can offer a rapid evaluation of structures and provide the level of strengthening most appropriate for each building.

A typical model arrangement for an idealised building.

 

Computer animations using the discrete element technique visualise potential stresses incurred during seismic loading .