Algorithms and data structures for massively parallel generic adaptive finite element codes

Author:

Bangerth Wolfgang1,Burstedde Carsten2,Heister Timo3,Kronbichler Martin4

Affiliation:

1. Texas A&M University, College Station, TX

2. The University of Texas at Austin, TX

3. University of Göttingen, Germany

4. Uppsala University, Sweden

Abstract

Today's largest supercomputers have 100,000s of processor cores and offer the potential to solve partial differential equations discretized by billions of unknowns. However, the complexity of scaling to such large machines and problem sizes has so far prevented the emergence of generic software libraries that support such computations, although these would lower the threshold of entry and enable many more applications to benefit from large-scale computing. We are concerned with providing this functionality for mesh-adaptive finite element computations. We assume the existence of an “oracle” that implements the generation and modification of an adaptive mesh distributed across many processors, and that responds to queries about its structure. Based on querying the oracle, we develop scalable algorithms and data structures for generic finite element methods. Specifically, we consider the parallel distribution of mesh data, global enumeration of degrees of freedom, constraints, and postprocessing. Our algorithms remove the bottlenecks that typically limit large-scale adaptive finite element analyses. We demonstrate scalability of complete finite element workflows on up to 16,384 processors. An implementation of the proposed algorithms, based on the open source software p4est as mesh oracle, is provided under an open source license through the widely used deal.II finite element software library.

Funder

Air Force Office of Scientific Research

Division of Mathematical Sciences

U.S. Department of Energy

King Abdullah University of Science and Technology

Office of Cyberinfrastructure

Office of Polar Programs

Publisher

Association for Computing Machinery (ACM)

Subject

Applied Mathematics,Software

Reference52 articles.

1. Ainsworth M. and Oden J. T. 2000. A Posteriori Error Estimation in Finite Element Analysis. Wiley. Ainsworth M. and Oden J. T. 2000. A Posteriori Error Estimation in Finite Element Analysis. Wiley.

2. Balay S. Buschelman K. Eijkhout V. Gropp W. D. Kaushik D. Knepley M. G. McInnes L. C. Smith B. F. and Zhang H. 2008. PETSc users manual. Tech. rep. ANL-95/11 - Revision 3.0.0 Argonne National Laboratory. Balay S. Buschelman K. Eijkhout V. Gropp W. D. Kaushik D. Knepley M. G. McInnes L. C. Smith B. F. and Zhang H. 2008. PETSc users manual. Tech. rep. ANL-95/11 - Revision 3.0.0 Argonne National Laboratory.

3. Balay S. Buschelman K. Gropp W. D. Kaushik D. Knepley M. G. McInnes L. C. Smith B. F. and Zhang H. 2010. PETSc Web page. http://www.mcs.anl.gov/petsc. Balay S. Buschelman K. Gropp W. D. Kaushik D. Knepley M. G. McInnes L. C. Smith B. F. and Zhang H. 2010. PETSc Web page. http://www.mcs.anl.gov/petsc.

4. deal.II—A general-purpose object-oriented finite element library

5. Bangerth W. and Kanschat G. 2011. deal.II. Differential Equations Analysis Library Tech. ref. http://www.dealii.org/. Bangerth W. and Kanschat G. 2011. deal.II. Differential Equations Analysis Library Tech. ref. http://www.dealii.org/.

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