Laminated plates are loading-bearing components that are generally connected to flexible pads and exhibit complicated mechanical responses. To investigate the geometrically nonlinear transient responses of a laminated plate with flexible pad supports, a varied constraint reaction model and a systematic numerical procedure are presented in this paper. The flexible pad supports of the plate were treated as viscoelastic boundary conditions, wherein the strip-type pad per unit length was modeled as a cantilever beam. The nonlinear Kelvin-Voigt model was developed to simulate the nonlinear viscoelastic behaviors of the flexible pads. The dynamically varied constraint reactions generated by the viscoelastic supports, which depend upon the displacement and velocity of the nodes along the plate edge, were determined by the deflection and slope equations of the beam theory used, and they were applied on the plate edges by using the nonlinear load functions. Thus, the dynamical responses of the laminated plate with viscoelastic supports were obtained. Numerical results show that the present method can effectively treat the geometrically nonlinear transient response of the laminated plate with viscoelastic supports, and it is essential to consider the effects of non-ideal boundary conditions in the nonlinear transient analysis.
机构:
Univ Zaragoza, Aragonese Fdn Res & Dev ARAID, Aragon Inst Engn Res i3A, Zaragoza, SpainUniv Zaragoza, Aragonese Fdn Res & Dev ARAID, Aragon Inst Engn Res i3A, Zaragoza, Spain
Roque, C. M. C.
Grasa, J.
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Univ Zaragoza, Aragon Inst Engn Res i3A, Zaragoza, Spain
Ctr Invest Biomed Red Bioingn Biomat & Nanomed CI, Zaragoza, SpainUniv Zaragoza, Aragonese Fdn Res & Dev ARAID, Aragon Inst Engn Res i3A, Zaragoza, Spain
机构:
S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R ChinaS China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
Ma NiuJing
Wang RongHui
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S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
State Key Lab Subtrop Bldg Sci, Guangzhou 510640, Guangdong, Peoples R ChinaS China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
Wang RongHui
Han Qiang
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S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R ChinaS China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
Han Qiang
Lu YiGang
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S China Univ Technol, Sch Sci, Guangzhou 510640, Guangdong, Peoples R ChinaS China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
机构:
School of Civil Engineering and Transportation, South China University of TechnologySchool of Civil Engineering and Transportation, South China University of Technology
MA NiuJing
WANG RongHui
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School of Civil Engineering and Transportation, South China University of Technology
State Key Laboratory of Subtropical Building ScienceSchool of Civil Engineering and Transportation, South China University of Technology
WANG RongHui
HAN Qiang
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School of Civil Engineering and Transportation, South China University of TechnologySchool of Civil Engineering and Transportation, South China University of Technology
HAN Qiang
LU YiGang
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School of Sciences, South China University of TechnologySchool of Civil Engineering and Transportation, South China University of Technology
机构:
Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
Frostig, Yeoshua
Thomsen, Ole
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Aalborg Univ, Dept Mech Engn, DK-9220 Aalborg O, DenmarkTechnion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel