Experimental and numerical investigation on the shock characteristics of U-notched ZL205A specimens under dynamic mixed-mode loading

被引:0
|
作者
Ren, Kerong [1 ]
Li, Kang [1 ]
Lin, Yuliang [1 ]
Chen, Rong [1 ]
Zhang, Zhifeng [2 ]
Sun, Jing [2 ]
机构
[1] Natl Univ Defense Technol, Coll Sci, Changsha, Hunan, Peoples R China
[2] Beijing Inst Astronaut Syst Engn, Beijing, Peoples R China
来源
关键词
Separation plate; mixed-mode loading; U-notched; shock characteristics; shock response spectrum; STRAIN-ENERGY DENSITY; BRITTLE-FRACTURE; ALUMINUM-ALLOY; COMPONENTS; FATIGUE; PLATES;
D O I
10.1590/1679-78254862
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shock environment assessment and improvement during stage separation is an important issue of concern in aerospace engineering. This paper focuses on shock response caused by dynamic fracture of aluminum alloy separation plate, which usually undergoes mixed mode loading during separation. Based on Split Hopkinson Tensile Bar (SHTB) apparatus, five groups of U-notched ZL205A specimens with different loading angles (0 degrees, 30 degrees, 45 degrees, 60 degrees, and 90 degrees) are designed to simulate mixed mode loading for shock characteristics testing. There piezoelectric accelerometers are used to measure the acceleration time histories, and the maximum shock response spectrum (SRS) is applied for shock data analysis. Meanwhile, the ANSYS/LS-DYNA finite element software is implemented for numerical analysis. The actual fracture angles measured from the recovered specimens are used to describe the actual fracture modes. The numerical and experimental results are in good agreement, showing that the shock response along the specimen's length and thickness directions increases with the fracture angle, while there is a slight distinction in the specimen's width direction with different fracture angles. On average, the shock response is more remarkable in pure tensile fracture mode, which is 2.6 times the pure shear fracture mode. As a result, increasing the study of shear fracture component is meaningful for the shock reduction through the structural design of separation plate.
引用
收藏
页数:16
相关论文
共 46 条
  • [21] Numerical Fatigue Crack Growth on Compact Tension Specimens under Mode I and Mixed-Mode (I plus II) Loading
    Martins, Rui F.
    Xavier, Jose
    Caldeira, Joao
    MATERIALS, 2024, 17 (18)
  • [22] The experimental and numerical investigation of fracture behaviour in PMMA notched specimens under biaxial loading conditions - Tension with torsion
    Bura, El zbieta
    Grodzki, Wojciech
    Seweryn, Andrzej
    ENGINEERING FRACTURE MECHANICS, 2024, 303
  • [23] The Theory of Critical Distances to Predict Static and Dynamic Strength of Notched Plain Concrete under Mixed-Mode I/II Loading
    Alanazi, N.
    Susmel, L.
    1ST VIRTUAL EUROPEAN CONFERENCE ON FRACTURE - VECF1, 2020, 28 : 886 - 895
  • [24] Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading
    Ghorbani, Majid
    Mostofinejad, Davood
    Hosseini, Ardalan
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 132 : 303 - 312
  • [25] Averaged strain energy density criterion to predict ductile failure of U-notched Al 6061-T6 plates under mixed mode loading
    Torabi, A. R.
    Berto, F.
    Campagnolo, A.
    Akbardoost, J.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2017, 91 : 86 - 93
  • [26] Extension of the virtual isotropic material concept to mixed mode I/II loading for predicting the last-ply-failure of U-notched glass/epoxy laminated composite specimens
    Torabi, A. R.
    Pirhadi, E.
    COMPOSITES PART B-ENGINEERING, 2019, 176
  • [27] Fracture Behavior Investigation of a Typical Sandstone Under Mixed-Mode I/II Loading Using the Notched Deep Beam Bending Method
    Luo, Y.
    Ren, L.
    Xie, L. Z.
    Ai, T.
    He, B.
    ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (08) : 1987 - 2005
  • [28] Fracture Behavior Investigation of a Typical Sandstone Under Mixed-Mode I/II Loading Using the Notched Deep Beam Bending Method
    Y. Luo
    L. Ren
    L. Z. Xie
    T. Ai
    B. He
    Rock Mechanics and Rock Engineering, 2017, 50 : 1987 - 2005
  • [29] Experimental and Numerical Evaluation of Equivalent Stress Intensity Factor Models under Mixed-Mode (I plus II) Loading
    Gomez-Gamboa, Estefania
    Diaz-Rodriguez, Jorge Guillermo
    Mantilla-Villalobos, Jairo Andres
    Bohorquez-Becerra, Oscar Rodolfo
    Martinez, Manuel del Jesus
    INFRASTRUCTURES, 2024, 9 (03)
  • [30] Numerical investigation on dynamic fracture behavior of cracked rocks under mixed mode I/II loading
    Li, Youzhen
    Dai, Feng
    Wei, Mingdong
    Du, Hongbo
    ENGINEERING FRACTURE MECHANICS, 2020, 235