نتایج جستجو برای: stiffness matrix

تعداد نتایج: 403797  

2008
Anatoly Pashkevich Damien Chablat

— The paper presents a new stiffness modelling method for overconstrained parallel manipulators, which is applied to 3-d.o.f. translational mechanisms. It is based on a multidimensional lumped-parameter model that replaces the link flexibility by localized 6-d.o.f. virtual springs. In contrast to other works, the method includes a FEA-based link stiffness evaluation and employs a new solution s...

Journal: :international journal of nano dimension 0
e. ghobadi separation processes research group (sprg), department of engineering, university of kashan, kashan, iran. m. hemmati polymer science & technology division, research institute of petroleum industry, tehran, iran. gh. khanbabaei polymer science & technology division, research institute of petroleum industry, tehran, iran. m. shojaei polymer science & technology division, research institute of petroleum industry, tehran, iran. m. asghari separation processes research group (sprg), department of engineering, university of kashan, kashan, iran. energy research institute, university of kashan, ghotb-e-ravandi ave., kashan, iran.

polyurethane/zeolite 13x nanocomposite films were fabricated using solution casting method. the synthesized nanocomposite films were structurally characterized using sem, tga and tensile analysis. sem images showed appropriate distribution of nanocrystalline zeolite particles within polyurethane matrix. better thermal stability of nanocomposite films in comparison to neat polyurethane was shown...

Journal: :CoRR 2008
Anatoly Pashkevich Damien Chablat Philippe Wenger

The paper presents a new stiffness modelling method for overconstrained parallel manipulators, which is applied to 3-d.o.f. translational mechanisms. It is based on a multidimensional lumped-parameter model that replaces the link flexibility by localized 6-d.o.f. virtual springs. In contrast to other works, the method includes a FEA-based link stiffness evaluation and employs a new solution str...

2007
Yuanqiang Cai Gang Chen Feiyu Liu

Considering viscoelastic saturated soil, The transient dynamic response of an elastic pile is studied. The pile-soil system is divided into thin layers, the control equations of the soil are solved respectively by using Laplace transform. Considering the mixed boundary-value conditions at the interface of pile and soil, expression is derived to describe the relationship between the inner force ...

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