QIANG Hong-fu, HAN Ya-wei, WANG Kun-peng, GAO Wei-ran. NUMERICAL SIMULATION OF WATER FILLING PROCESS BASED ON NEW METHOD OF PENALTY FUNCTION SPH[J]. Engineering Mechanics, 2011, 28(1): 245-250.
Citation: QIANG Hong-fu, HAN Ya-wei, WANG Kun-peng, GAO Wei-ran. NUMERICAL SIMULATION OF WATER FILLING PROCESS BASED ON NEW METHOD OF PENALTY FUNCTION SPH[J]. Engineering Mechanics, 2011, 28(1): 245-250.

NUMERICAL SIMULATION OF WATER FILLING PROCESS BASED ON NEW METHOD OF PENALTY FUNCTION SPH

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Comparing with a traditional mesh method, it has been found that the Smoothed Particle Hydrodynamics (SPH) method is an attractive alternative method to solve large deformations and free surface problems. In this paper, the applications of SPH theory was presented, and the penalty function was used to deal with the interaction of fluid and fixed wall to overcome the disadvantage of traditional SPH in imposing essential boundary conditions, The two dimension flowing state of a water filling process was simulated and showed a good agreement with experimental results. Compared with the results of traditional SPH, it had captured more flowing characteristics, and the fluid particles were more orderly due to XSPH algorithm.
  • Related Articles

    [1]YAN Shen, ZHANG Meng-yao, ZHOU Jing-sheng, ZHAO Xian-zhong. POST-NECKING TRUE STRESS-STRAIN RELATIONSHIP MODEL FOR STRUCTURAL STEELS[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.08.0660
    [2]TAO Qing-lin, ZHANG Yi, GUAN Yong-ying, NIU Ben. STRESS-STRAIN RELATIONSHIP ANALYSIS OF PVC-FRP CONFINED STEEL REINFORCED CONCRETE COLUMNS UNDER AXIAL COMPRESSIVE[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.07.0543
    [3]XIAO Jian-zhuang, TANG Yu-xiang, ZHANG Kai-jian, YANG Hai-feng. STRESS-STRAIN RELATIONSHIP OF RECYCLED COARSE AGGREGATE CONCRETE[J]. Engineering Mechanics, 2024, 41(2): 43-55. DOI: 10.6052/j.issn.1000-4750.2022.11.ST10
    [4]ZHAO Xian-zhong, WEN Fu-ping. THEORETICAL STUDY ON CONFINEMENT MECHANISM AND STRESS-STRAIN MODEL FOR STEEL CONFINED CONCRETE IN SRC COLUMNS[J]. Engineering Mechanics, 2018, 35(5): 36-46. DOI: 10.6052/j.issn.1000-4750.2017.02.0109
    [5]ZHOU Le, WANG Xiao-chu, LIU Hong-tao. EXPERIMENTAL STUDY OF STRESS-STRAIN CURVE OF CARBON FIBER REINFORCED CONCRETE[J]. Engineering Mechanics, 2013, 30(7): 200-204,211. DOI: 10.6052/j.issn.1000-4750.2012.03.0219
    [6]WU Yi-bin, JIN Guo-fang. AN IMPROVED CALCULATION METHOD FOR STRESS-STRAIN MODEL OF FRP-CONFINED CONCRETE BY USING RBF NEURAL NETWORK[J]. Engineering Mechanics, 2011, 28(5): 155-160.
    [7]HU Bo, WANG Jian-guo. THEORETICAL MODEL FOR STRESS-STRAIN RELATIONSHIP OF CONCRETE CONFINED WITH FRP AND STEEL DOUBLE-SKIN TUBES[J]. Engineering Mechanics, 2010, 27(7): 154-160.
    [8]ZHANG Yan, XU Zhi-sheng. EXPERIMENTAL STUDY ON STRESS-STRAIN RELATIONSHIP OF CFRP-CONFINED CONCRETE PRISM AFTER FIRE[J]. Engineering Mechanics, 2008, 25(5): 202-209.
    [9]LU Guo-chang, YE Lie-ping, YANG Cai-qian, FENG Peng. RESEARCH ON STRESS-STRAIN RELATION OF CONCRETE CONFINED WITH FRP TUBES[J]. Engineering Mechanics, 2006, 23(9): 98-103.
    [10]TAO Zhong, GAO Xian, YU Qing, ZHUANG Jin-ping. STRESS-STRAIN RELATION OF FRP-CONFINED CONCRETE[J]. Engineering Mechanics, 2005, 22(4): 187-195.

Catalog

    Article Metrics

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return