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Making use of the energy method the buckling load was solved for a particular stiffener configuration.
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Several two-dimensional examples only with in-plane load are solved to confirm the validity of the present study.
To illustrate the new model, the bending problem of a simply supported bi-layered square micro-plate subjected to constant distributed load is solved.
The effect of a viscoelastic substrate on an elastic cracked layer under an in-plane concentrated load is solved and discussed in this study.
The coupling equation of displacement and impact load is solved through the Laplace transform, and the analytical solution for the transverse displacement is obtained.
The linearized disturbance equations governing the resonant frequencies of a helical spring subjected to a static axial compressive load are solved numerically using the transfer matrix method for clamped ends and circular cross-section to produce frequency design charts.
Results show that the vanishing issue of small scale effects under some boundary conditions such as a clamped nano-beam subjected to distributed uniformly load is solved by using the present nonlocal continuum model.
For rectangular shape pulses the problem of the superposition of two loads is solved.
Two illustrative examples of a cantilevered cylindrical shell panel under different kinds of follower loading are solved.
The static problem corresponding to a uniform transverse loading is solved first and the dynamic problem is subsequently taken up with the known deflection field.
The transfer length and prestress loss due to slip, elastic shortening as well as the prestress gain due to external loads are solved with closed form solutions.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com