نتایج جستجو برای: viscoelastic beam buckling

تعداد نتایج: 133704  

Journal: :ISRN Mechanical Engineering 2011

Journal: :CoRR 2017
Alena Zemanová Jan Zeman Michal Sejnoha

Laminated glass elements, which consist of stiff elastic glass layers connected with a compliant viscoelastic polymer foil, exhibit geometrically non-linear and time/temperature-sensitive behavior. In computational modeling, the viscoelastic effects are often neglected or a detailed continuum formulation typically based on the volumetric-deviatoric elastic-viscoelastic split is used for the int...

Journal: :Journal of the Society of Applied Mechanics of Japan 1949

Journal: :مهندسی سازه 0
ابوذر صالح

the basic strategy of reduce the ductility demand and related concentrated tensions at moment resistance connections is reduce the section of the beam at connected region to column. by this method plastic hinge done at the reduced cross section and this local reduction decreases the demand of the components of connection. on this basis, in present study a new beam-to-column moment connection wi...

2008
M-L Chen J Jeswiet P J Bates

In an experimental study of laser sheet bending, a 160W diode laser is used for twodimensional sheet bending of low-carbon steel. The variables investigated include metal sheet thickness, laser scan speed, laser power, laser beam width, and laser scan pass number. Bend surface appearances are also analysed. The laser sheet bend results demonstrate that a 940Nm diode laser is an effective tool f...

Journal: :Bulletin of the New Zealand Society for Earthquake Engineering 1982

Journal: :IMA Journal of Applied Mathematics 2010

Journal: :Archive of Applied Mechanics 2022

Abstract Peridynamics is a non-local continuum theory which accounts for long-range internal force/moment interactions. Peridynamic equations of motion are integro-differential equations, and only few analytical solutions to these available. The aim this paper formulate governing buckling beams derive critical loads based on the nonlinear peridynamic beam theory. For three types boundary condit...

E. Mohammadi J. Asgari Marnani M.S. Rohanimanesh S. Tavousi

When the out-of-plane stiffness of a beam is remarkably lower than the in-plane stiffness, the lateral-torsional buckling occurs. In this study, the behavior of mono-symmetric I-beams with discrete torsional and lateral bracings under the concentrated moment is investigated using the finite element analyses. Then, based on the numerical analyses, equation for the stiffness requirement is propos...

2010
Kawai Kwok Sergio Pellegrino

The paper investigates the shape recovery behavior of a simple beam and a tape spring made of LDPE under prescribed deformation history at room temperature. The linear viscoelastic material properties of LDPE were measured via creep tests. An analysis of a LDPE beam under four-point bending with an imposed history of vertical deflection and reaction force was performed. A theoretical solution w...

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