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Mechanics of Unidirectional Fiber-Reinforced Composites: Buckling Modes and Failure Under Compression Along Fibers problems on the possible buckling modes of an internal or peripheral layer of unidirectional multilayer
Non-uniformly scaled buckling modes of reinforcing elements in fiber reinforced plastic© 2017, Allerton Press, Inc. We consider a problem about non-uniformly scaled buckling modes
Non-uniformly scaled buckling modes of reinforcing elements in fiber reinforced plastic© 2017, Allerton Press, Inc. We consider a problem about non-uniformly scaled buckling modes
Buckling Modes of Structural Elements of Off-Axis Fiber-Reinforced Plastics. Based on an analysis of the results obtained, linearized problems on the internal multiscale buckling
Tension-Compression and Shear of Plane Test Specimens from Laminated Composites with [90°]s Structure: Numerical Method of Linearized Problem and Multiscale Buckling Modes problems on the plane shear buckling modes of specimens made of fiber reinforced plastic with [90°]s lay
Flat Internal Buckling Modes of Fibrous Composite Elements under Tension and Compression at the Mini- and Microscale© 2019, Pleiades Publishing, Ltd. This paper proposes a refined formulation of linearized problems
Factors influencing the critical load and propagating of buckling in shallow reticulated domes (state-of-the-art) and exhibition halls. Over the last four decades the problem of buckling of shallow lattice domes has grown
Spatial Buckling Modes of a Fiber (Fiber Bundle) of Composites with a [±45]2s Stacking Sequence Under the Tension and Compression of Test Specimens is presented for linearized problems on internal multiscale spatial buckling modes of a fiber or fiber bundle
Sandwich Shells with Composite Facings and a Transversally Flexible Core: Refined Equations and Buckling Modes of Specimens Under Four-Point Bending Tests, an approximate analytical solution of the linearized problem of possible buckling modes has been found for a
Static and dynamic buckling modes of spherical shells subjected to external pressure proposed refined linearized equations of perturbedmotion to identify, by dynamic method, the buckling mode
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