3DSPH-SHELL耦合算法在薄壁结构冲击动力响应中的应用
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同济大学 土木工程防灾国家重点实验室

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O347

基金项目:

国家重点研发计划课题基金;国家自然科学基金


Application of 3DSPH-SHELL Coupling Algorithm in Impact Dynamic Response of Thin-Wall Structure
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State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University

Fund Project:

National Key R&D Program of China;The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    针对薄壁结构在数值模拟过程中易发生网格大变形畸变的问题,基于有限元法和光滑粒子流法提出3DSPH-SHELL耦合算法,并采用一维应力波传播验证3DSPH-SHELL耦合算法的精度。将其应用到弹性球低速撞击钢板、泰勒杆试验和弹体侵彻钢板试验中,数值模拟结果与理论值和试验结果吻合较好。结果表明:3DSPH-SHELL耦合算法计算精度高且效率高,同时更好的再现局部物理细节,适合模拟薄壁结构冲击问题。

    Abstract:

    The 3DSPH-SHELL coupling algorithm based on finite element method and smooth particle hydrodynamic method has been proposed to solve the distortion problem of thin-walled structures during numerical simulation. The simulating of one-dimensional wave propagation has been carried out to verify the precision of 3DSPH-SHELL coupling algorithm. Then, the simulating of elastic steel plate under low-velocity impact, the Taylor test and projectiles penetrating steel plate has been calculated by using the 3DSPH-SHELL coupling algorithm. The simulation results agree well with both the theoretical values and the experimental results. The results show that the 3DSPH-SHELL coupling algorithm is accurate and efficient and can better reappear the local physical details. So the 3DSPH-SHELL coupling algorithm is suitable for the simulation of impact of thin-walled structures.

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引用本文

张文娜,钱江. 3DSPH-SHELL耦合算法在薄壁结构冲击动力响应中的应用[J]. 科学技术与工程, 2019, 19(21): 27-34.
Zhang Wenna and. Application of 3DSPH-SHELL Coupling Algorithm in Impact Dynamic Response of Thin-Wall Structure[J]. Science Technology and Engineering,2019,19(21):27-34.

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  • 收稿日期:2019-01-27
  • 最后修改日期:2019-03-03
  • 录用日期:2019-04-01
  • 在线发布日期: 2019-08-08
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