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Advanced Mechanics of Materials

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TLDR
In this paper, the authors present a review of elementary mechanics of materials and their application in the field of energy engineering, including failure and failure criteria, stress, principal stresses, and strain energy.
Abstract
1. Orientation, Review of Elementary Mechanics of Materials. 2. Stress, Principal Stresses, Strain Energy. 3. Failure and Failure Criteria. 4. Applications of Energy Methods. 5. Beams on an Elastic Foundation. 6. Curved Beams. 7. Elements of Theory of Elasticity. 8. Pressurized Cylinders and Spinning Disks. 9. Torsion. 10. Unsymmetric Bending and Shear Center. 11. Plasticity in Structural Members. Collapse Analysis. 12. Plate Bending. 13. Shells of Revolution with Axisymmetric Loads. 14. Buckling and Instability. References. Index.

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Journal ArticleDOI

In-plane stiffness of imperfect thin rectangular plates subjected to biaxial loads in elastic post-buckling region

TL;DR: In this paper, the in-plane stiffness of a post-buckled thin plate with biaxial loads is analyzed using Marguerre's equations (the generalized form of von Karman equations) and Galerkin's method.
Journal ArticleDOI

Stiffness of Occipital-Cervical Constructs: Beam Theory

TL;DR: Both the theoretical stiffness and the calculated area moment of inertia are strongly correlated with the experimental stiffness of tested occipital-cervical fixation constructs.
Dissertation

Experimental and Numerical investigations of Cantilever Beam Tests in floating Ice Covers

Åse Ervik
TL;DR: In this article, the impact of spatial variations of elastic modulus through the ice thickness on flexural strength was investigated for the cantilever beam test for determining the strength of sea ice covers.
Journal ArticleDOI

Buckling of Imperfect, Axisymmetric, Homogeneous Shells of Variable Thickness: Perturbation Solution

TL;DR: In this article, the first of a series of solutions to the buckling of imperfect cylindrical shells subjected to an axial compressive load is presented, where the equilibrium equations as first introduced by Donnell over seventy years ago are thoroughly presented as a basis for embarking upon a solution that makes use of perturbation methods.