An Adaptive Degree of Freedom Condensation Algorithm for Simulating Transient Temperature, Applied to an Asphalt-Concrete Core Wall

Author:

Yuan Li1ORCID,Li Tongchun12,Li Hongen34,Wang Fang5,Qi Huijun1

Affiliation:

1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

2. Collaborative Innovation Center for Water Security and Water Science, Nanjing 210098, China

3. Department of Dam Safety and Management, Nanjing Hydraulic Research Institute, Nanjing 210029, China

4. State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Nanjing 210029, China

5. Department of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China

Abstract

To solve the problem of the high cost of transient temperature simulation in the whole construction process of an asphalt-concrete core wall, a novel adaptive degree of freedom condensation algorithm for simulating transient temperature is proposed. This method establishes the judgment criterion of degree of freedom condensation based on the error estimator of mesh and the artificial energy added by degree of freedom condensation. In this method, the transformation matrix between the master and slave degrees of freedom is constructed based on the shape function interpolation relationship between the initial coarse mesh and the multi-level refined mesh. In the transient calculation process, this method can automatically identify the positions where temperature distribution and value are stable and condense the considered slave degrees of freedom to master degrees of freedom through the transformation matrix at any time to reduce the unnecessary degrees of freedom. In this paper, three numerical examples show that the proposed method can effectively reduce the cost of matrix factorization and the solving the equation in the finite element method at the cost of small precision loss in the long-term transient temperature simulation.

Funder

National Key Research and Development Plan

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference40 articles.

1. ICOLD (2018). Asphalt-Concrete Cores for Embankment Dams, International Commission on Large Dams. Bulletin 179.

2. Höeg, K. (1993). Asphaltic Concrete Cores for Embankment Dams, Norwegian Geotechnical Institute.

3. Design, construction, and behavior of the asphaltic concrete core wall of the Finstertal Dam;Pircher;Proceedings of the 16th Congress of the International Commission on Large Dams,1988

4. Design and performance of the Yele asphalt-core rockfill dam;Wang;Can. Geotech. J.,2010

5. Design and performance of the Quxue asphalt-core rockfill dam;Feng;Soils Found.,2020

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