Nonlinear modeling of cables with flexural stiffness.
Lacarbonara, Walter, Pacitti, Arnaud (2008)
Mathematical Problems in Engineering
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Displaying similar documents to “Application of differential equations”
Nonlinear modeling of cables with flexural stiffness.
Modeling and simulations of collapse instabilities of microbeams due to capillary forces.
Ouakad, Hassen M., Younis, Mohammad I. (2009)
Mathematical Problems in Engineering
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Unconstrained finite element for geometrical nonlinear dynamics of shells.
Coda, Humberto Breves, Paccola, Rodrigo Ribeiro (2009)
Mathematical Problems in Engineering
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Deployment/retrieval modeling of cable-driven parallel robot.
Duan, Q.J., Du, J.L., Duan, B.Y., Tang, A.F. (2010)
Mathematical Problems in Engineering
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Investigation of a spatial double pendulum: an engineering approach.
Bendersky, S., Sandler, B. (2006)
Discrete Dynamics in Nature and Society
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Multiscale Materials Modelling: Case Studies at the Atomistic and Electronic Structure Levels
Emilio Silva, Clemens Först, Ju Li, Xi Lin, Ting Zhu, Sidney Yip (2007)
ESAIM: Mathematical Modelling and Numerical Analysis
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Although the intellectual merits of computational modelling across various length and time scales are generally well accepted, good illustrative examples are often lacking. One way to begin appreciating the benefits of the multiscale approach is to first gain experience in probing complex physical phenomena at one scale at a time. Here we discuss materials modelling at two characteristic scales separately, the atomistic level where interactions are specified through classical potentials...
Modeling of coupled roll and yaw damping of a floating body in waves.
Das, S.K., Das, S.N. (2007)
Mathematical Problems in Engineering
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Effects of variations in nonlinear damping coefficients on the parametric vibration of a cantilever beam with a lumped mass.
Silva, Demian G., Varoto, Paulo S. (2008)
Mathematical Problems in Engineering
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Mechanics
Stefan Banach
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CONTENTS Preface................ III CHAPTER I. THEORY OF VECTORS I. Operations on vectors § 1. Preliminary definitions.................. 1 § 2. Components of a vector.................. 2 § 3. Sum and difference of vectors.................. 3 § 4. Product of a vector by a number.................. 4 § 5. Components of a sum and product.................. 5 § 6. Resolution of a vector.................. 6 § 7. Scalar product.................. 7 § 8. Vector product.................. 9 § 9....
Determination of the Dynamic Contact Angle trough the Meniscus Profile Определяне на динамичния контактен ъгъл чрез профила на менискуса
Iliev, Stanimir, Pesheva, Nina (2011)
Union of Bulgarian Mathematicians
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Станимир Д. Илиев, Нина Хр. Пешева - Представен е хибриден експериментално-числен метод, работещ в реално време, за определяне на макроскопичния динамичен контактен ъгъл, който менискусът на течност в съд формира с вертикална пластина, която се потапя или издърпва с постоянна скорост от съда с течността. Този метод е приложим, когато системата е в стационарно състояние. Методът се базира на пълния хидродинамичен модел на Войнов. Той позволява да се получи числено с висока точност стационарната...
Fracture mechanics as applied to plain and reinforced concrete with particular reference to scaling of experimental data
Crescentino Bosco, Alberto Carpinteri (1990)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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Whereas in elasticity and plasticity geometrically similar structures behave in the same way, when strain-softening and strain-localization are taken into account the structural behaviour ranges from ductile to brittle merely by increasing size and keeping material properties and geometrical shape unchanged. The size-scale of plain and reinforced concrete elements has often revealed a fundamental influence on the global structural behaviour. This has been theoretically predicted and...