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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 111
PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON PARALLEL, DISTRIBUTED, GRID AND CLOUD COMPUTING FOR ENGINEERING Edited by:
Paper 12
Processor Farming in Two-level Analysis of Historical Bridge T. Krejčí, J. Kruis, T. Koudelka and M. Šejnoha
Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic T. Krejci, J. Kruis, T. Koudelka, M. Sejnoha, "Processor Farming in Two-level Analysis of Historical
Bridge", in , (Editors), "Proceedings of the
Fifth International Conference
on
Parallel, Distributed, Grid and Cloud Computing
for Engineering", Civil-Comp Press, Stirlingshire, UK, Paper 12, 2017. doi:10.4203/ccp.111.12
Keywords: processor farming, parallel computing, heat and moisture transfer, homogenization,
stone masonry bridge.
Summary
This contribution presents a processor farming method in connection with a multiscale
analysis. In the this method, each macro-scopic integration point or each finite
element is connected with a certain meso-scopic problem represented by an appropriate
representative volume element (RVE). The solution of a meso-scale problem then
provides effective parameters needed on the macro-scale. Such an analysis is suitable
for parallel computing because the meso-scale problems can be distributed among
many processors. The processor farming method connected with a multi-scale analysis
differs from classical domain decompositions. The macro-problem is assigned
to the master processor while the solution at the meso-level is carried out on slave
processors. At each time step the current temperature and moisture together with the
increments of their gradients at a given macro-scopic integration point are passed to
the slave processor (imposed onto the representative volume element), which, upon
completing the small scale analysis, sends the homogenized data (effective conductivities,
averaged storage terms and fluxes) back to the master processor. The application
of the processor farming method to a real world masonry structure is illustrated by an
analysis of Charles bridge in Prague. The three-dimensional numerical model simulates
the coupled heat and moisture transfer of one half of arch No. 3. and it is a part of
a complex hygro-thermo-mechanical analysis which has been developed to determine
the influence of climatic loading on the current state of the bridge.
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