A unified analysis for the transient response of composite laminated curved beam with arbitrary lamination schemes and general boundary restraints

被引:61
作者
Shao, Dong [1 ]
Hu, Shenghai [1 ]
Wang, Qingshan [1 ]
Pang, Fuzhen [2 ]
机构
[1] Harbin Engn Univ, Coll Mech & Elect Engn, Harbin 150001, Peoples R China
[2] Harbin Engn Univ, Coll Shipbldg Engn, Harbin 150001, Peoples R China
基金
中国国家自然科学基金;
关键词
Transient response analysis; The method of reverberation ray matrix; General boundary restraints; Arbitrary lamination schemes; Composite laminated curved beam; REVERBERATION-RAY MATRIX; WAVE-PROPAGATION ANALYSIS; SHEAR DEFORMATION-THEORY; FINITE-ELEMENT-ANALYSIS; DYNAMIC-ANALYSIS; CYLINDRICAL-SHELLS; RECTANGULAR-PLATES; VIBRATION ANALYSIS; SPECTRAL-ELEMENT; SANDWICH BEAMS;
D O I
10.1016/j.compstruct.2016.07.070
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the method of reverberation ray matrix (MRRM) is extended to develop an exact and unified solution for the transient response analysis of composite laminated curved beams with arbitrary lamination schemes and general boundary restraints. The effects of shear deformation, rotary inertia and deepness term as well as the Poisson's effect are considered in the theoretical formulations. Through the Laplace transformation, the governing differential equations are derived in frequency domain via the Hamilton's principle, and the exact closed form solutions are used to represent the elastic waves propagating in the curved beam. As the main focus of this paper, the artificial spring boundary technique is adopted to simulate general boundary restraints and the scattering matrix is redefined to make the MRRM suitable for different boundary cases. Then, the transient responses of the composite laminated curved beam under general boundary restraints are obtained directly by using the Neumann series expansion and the Fast-Fourier transform (FFT) algorithm. Several numerical cases are presented to test and verify the accuracy, reliability and efficiency of the present solution. Meanwhile, a systematic parameter investigation is performed regarding the influences of elastic restraint parameters, lamination schemes, material properties, geometry parameters and loading types. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:507 / 526
页数:20
相关论文
共 47 条
[41]   Spectral-Tchebychev technique for the free vibration analysis of composite laminated stepped and stiffened cylindrical shells with arbitrary boundary conditions [J].
Guo, Chenchen ;
Liu, Tao ;
Wang, Qingshan ;
Qin, Bin ;
Shao, Wen ;
Wang, Ailun .
COMPOSITE STRUCTURES, 2021, 272
[42]   Free Vibration Analysis of Closed Moderately Thick Cross-Ply Composite Laminated Cylindrical Shell with Arbitrary Boundary Conditions [J].
Shi, Dongyan ;
He, Dongze ;
Wang, Qingshan ;
Ma, Chunlong ;
Shu, Haisheng .
MATERIALS, 2020, 13 (04)
[43]   A modified higher order zigzag theory for response analysis of doubly curved cross-ply laminated composite shells [J].
Roy, Soumen ;
Thakur, Sandipan Nath ;
Ray, Chaitali .
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2022, 29 (26) :5026-5040
[44]   A Unified Solution for Free Vibration Analysis of Beam-Plate-Shell Combined Structures with General Boundary Conditions [J].
Zhang, Shuai ;
Zhu, Xiang ;
Li, Tianyun ;
Yin, Caiyu ;
Li, Qingsheng ;
Chen, Rugang .
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (08)
[45]   Wave Based Method for Free Vibration Analysis of Cross-Ply Composite Laminated Shallow Shells with General Boundary Conditions [J].
Shi, Dongyan ;
He, Dongze ;
Wang, Qingshan ;
Ma, Chunlong ;
Shu, Haisheng .
MATERIALS, 2019, 12 (23)
[46]   The local GDQ method applied to general higher-order theories of doubly-curved laminated composite shells and panels: The free vibration analysis [J].
Tornabene, Francesco ;
Fantuzzi, Nicholas ;
Bacciocchi, Michele .
COMPOSITE STRUCTURES, 2014, 116 :637-660
[47]   Finite element bending and buckling analysis of functionally graded carbon nanotubes-reinforced composite beam under arbitrary boundary conditions [J].
Belarbi, Mohamed-Ouejdi ;
Salami, Sattar Jedari ;
Garg, Aman ;
Hirane, Hicham ;
Amine, Daikh Ahmed ;
Houari, Mohammed Sid Ahmed .
STEEL AND COMPOSITE STRUCTURES, 2022, 44 (04) :437-457