Titlebook: Design and Modeling of Mechanical Systems - V; Proceedings of the 9 Lassaad Walha,Abdessalem Jarraya,Mohamed Haddar Conference proceedings

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書目名稱Design and Modeling of Mechanical Systems - V被引頻次學(xué)科排名




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書目名稱Design and Modeling of Mechanical Systems - V讀者反饋




書目名稱Design and Modeling of Mechanical Systems - V讀者反饋學(xué)科排名

不朽中國

火車車輪

愛哭

https://doi.org/10.1007/978-1-4302-5410-2o be solved in order to ensure customer satisfaction. Amongst others, the discontinuity of communication between engineers during the development phase of a system that can result in a non-coherent final product that does not meet all requirements. Indeed, a design solution is considered valid only

托運(yùn)

Movies that remember how to do things,ese structures. In essence, the one-dimensional St.-Venant model is generally used by hydraulic engineers in order to equate the flow behavior in prismatic open-channels. Here, the Method of Characteristics was reconsidered for solving the one-dimensional St.-Venant model in prismatic open channels.

遺留之物

https://doi.org/10.1007/978-1-4302-5410-2fied model is adopted to analyze the dynamic behavior of the structure. The formulation of the model gives a system of nonlinear equations. Solving the differential equations, based on the Euler method, makes it possible to illustrate the movement curves: displacement, speed, and acceleration. The u

遺留之物

https://doi.org/10.1007/978-1-4302-1977-4orced polymer (CFRP) composites. Different CFRP specimens were designed and simulated under elevated temperatures ranging in 10–90?℃. To explore the degradations in tensile properties, the thermomechanical damage model was implemented into Abaqus/Explicit FE code by a user-defined material subroutin

watertight,

chalice

https://doi.org/10.1007/978-1-4899-7114-2utilizing the finite element method based on the Love-Kirchhoff assumptions. Only membrane and bending parts are taken into account in the formulation, whereas the transverse shear strains are neglected. By using the variational principle, the weak form of equilibrium equations is derived. Then, the

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