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Sandwich Shells with Composite Facings and a Transversally Flexible Core: Refined Equations and Buckling Modes of Specimens Under Four-Point Bending Tests sandwich beam of a symmetrical in thickness structure under four-point bending.

Experimental Investigations of Failure of Sandwich Specimens with Composite Facing Layers Under Four-Point Bending ConditionsA series of experimental studies on the four-point bending of sandwich specimens with facing layers

Investigation of mechanical properties of thermal barrier coating by tested on a 4-point bending that is determined in the deformation elastic zone in the four-point static bending. We have introduced a concept

Investigation of mechanical properties of thermal barrier coating by tested on a 4-point bending that is determined in the deformation elastic zone in the four-point static bending. We have introduced a concept

New deformability characteristics of zirconia-based plasma-sprayed thermal barrier coatings at low loads four-point static bending and in estimating the energy density of relaxation of the elastic strain

Shear Buckling Mode and Failure of Sandwich Specimen Facing Layer Under Four-Point Bending as the parameter. It was shown that during tests for four-point bending of specimens of the class under

New deformability characteristics of zirconia-based plasma-sprayed thermal barrier coatings at low loads four-point static bending and in estimating the energy density of relaxation of the elastic strain

Modelling and Simulation of Deformation and Failure of Reinforced Concrete Beams under Four-Point BendingA new mathematical model for the four-point bending of reinforced concrete beams is developed

Study of Reinforced Concrete Beams with Indirect Reinforcement of Compressed Zone in the Form of Cross Welded Mesh for bending elements in comparison with compressed elements, is rather low. The aim of the research work

Mechanics of fiber composites: Forms of loss of stability and fracture of test specimens resulting from three-point bending tests
reinforced specimens under the three-point bending conditions has formulated. Based on the method of finite

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