Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2023
🧮 An Open Source, Parallel and Heterogeneous Finite Element Analysis Framework
Cited by 0Open access
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2025
This release is automatically generated by CI/CD pipelines.
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2022
🧮 suanPan is a finite element method (FEM) simulation platform for applications in fields such as solid mechanics and civil/structural/seismic engineering. The name suanPan (in some places such as suffix it is also abbreviated as suPan) comes from the term Suan Pan (算盤), which is Chinese abacus. suanPan is written in modern high quality C++ code and is targeted to provide an efficient, concise, flexible and reliable FEM simulation platform. Please refer to the repository for more information. https://github.com/TLCFEM/suanPan
Cited by 0Open access
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2025
This release is automatically generated by CI/CD pipelines.
Cited by 0Open access
Noriyuki Kushida, Hiroshi Okuda, Genki YAGAWA · 10th International Conference on Nuclear Engineering, Volume 1 · 2002
In this paper, the convergence behavior of large-scale parallel finite element method for the stress singular problems was investigated. The convergence behavior of iterative solvers depends on the efficiency of the preconditioners. However, efficiency of preconditioners may be influenced by the domain decomposition that is necessary for parallel FEM. In this study the following results were obtained: Conjugate gradient method without preconditioning and the diagonal scaling preconditioned conjugate gradient method were not influenced by the domain decomposition as expected. symmetric successive over relaxation method preconditioned conjugate gradient method converged 6% faster as maximum if the stress singular area was contained in one sub-domain.
Cited by 0
James G. Malone, Nancy L. Johnson · SAE technical papers on CD-ROM/SAE technical paper series · 1992
<div class="htmlview paragraph">A parallel contact algorithm has been developed for nonlinear dynamic finite element analysis of shell structures. The contact algorithm accounts for sliding with friction. The contact algorithm has been designed to enable individual processors to dynamically build local contact domains during execution and to efficiently exchange data between processors as the contact problem evolves. The performance of the parallel contact algorithm has been studied by executing the program on 128 processors of a Symult Series 2010 distributed-memory multiprocessor computer: it has been found that computational load imbalance rather than interprocessor communication overhead is the primary obstacle to achieving high efficiency.</div>
Cited by 3
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2023
🧮 An Open Source, Parallel and Heterogeneous Finite Element Analysis Framework
Cited by 0Open access
Swati Kulkarni, Gaurang R. Vesmawala · Advances in Structural Engineering · 2014
Cited by 2
D.F. Ross · Journal of Sound and Vibration · 1980
Cited by 17
Masae Muraoka, Hiroshi Okuda · Journal of Computational Science and Technology · 2009
With the rapid growth of WAN infrastructure and development of Grid middleware, it's become a realistic and attractive methodology to connect cluster machines on wide-area network for the execution of computation-demanding applications. Many existing parallel finite element (FE) applications have been, however, designed and developed with a single computing resource in mind, since such applications require frequent synchronization and communication among processes. There have been few FE applications that can exploit the distributed environment so far. In this study, we explore the feasibility of FE applications on the cluster-of-clusters. First, we classify FE applications into two types, tightly coupled applications (TCA) and loosely coupled applications (LCA) based on their communication pattern. A prototype of each application is implemented on the cluster-of-clusters. We perform numerical experiments executing TCA and LCA on both the cluster-of-clusters and a single cluster. Thorough these experiments, by comparing the performances and communication cost in each case, we evaluate the feasibility of FEA on the cluster-of-clusters.
Cited by 3Open access
M. Vicente da Silva, A. N. Antão · International Journal of Solids and Structures · 2008
Cited by 31
Tomoya NIHO, T. Horie · Lecture notes in computer science · 2008
Cited by 1
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2025
This release is automatically generated by CI/CD pipelines.
Cited by 0Open access
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2022
🧮 An Open Source, Parallel and Heterogeneous Finite Element Analysis Framework
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2022
🧮 suanPan is a finite element method (FEM) simulation platform for applications in fields such as solid mechanics and civil/structural/seismic engineering. The name suanPan (in some places such as suffix it is also abbreviated as suPan) comes from the term Suan Pan (算盤), which is Chinese abacus. suanPan is written in modern high quality C++ code and is targeted to provide an efficient, concise, flexible and reliable FEM simulation platform. Please refer to the repository for more information. https://github.com/TLCFEM/suanPan
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2025
🧮 suanPan is a finite element method (FEM) simulation platform for applications in fields such as solid mechanics and civil/structural/seismic engineering. suanPan is written in modern high quality C++ code and is targeted to provide an efficient, concise, flexible and reliable FEM simulation platform. Please refer to the repository for more information. https://github.com/TLCFEM/suanPan
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2021
🧮 <strong>suanPan</strong> is a finite element method (FEM) simulation platform for applications in fields such as solid mechanics and civil/structural/seismic engineering. The name <strong>suanPan</strong> (in some places such as suffix it is also abbreviated as <strong>suPan</strong>) comes from the term <em>Suan Pan</em> (算盤), which is Chinese abacus. <strong>suanPan</strong> is written in modern high quality C++ code and is targeted to provide an efficient, concise, flexible and reliable FEM simulation platform.
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2018
suanPan is an finite element method (FEM) simulation platform for applications in solid mechanics, civil/structural/seismic engineering. The name suanPan (in some other places also suPan) comes from the term Suan Pan (算盤), which literally means Chinese abacus. suanPan is written in high quality C++ codes and is targeted to provide an efficient, concise and reliable FEM simulation platform.
Cited by 0Open access
Chang, T. L. · Zenodo (CERN European Organization for Nuclear Research) · 2025
🧮 suanPan is a finite element method (FEM) simulation platform for applications in fields such as solid mechanics and civil/structural/seismic engineering. suanPan is written in modern high quality C++ code and is targeted to provide an efficient, concise, flexible and reliable FEM simulation platform. Please refer to the repository for more information. https://github.com/TLCFEM/suanPan
Cited by 7Open access
Chang, Theodore · Zenodo (CERN European Organization for Nuclear Research) · 2022
🧮 An Open Source, Parallel and Heterogeneous Finite Element Analysis Framework
Cited by 0Open access