Sentence examples for bending verification from inspiring English sources

Based on large experimental numerical results available in literature for monolithic and laminated glass columns or beams in out-of plane bending, verification criteria for these simple loading conditions are firstly recalled from previous contributions.

Therefore current research initially characterise post cured ethylene vinyl acetate film then integration of viscoelastic material properties in numerical four point bending analysis and finally verification with non-contact measurements of natural frequencies to assess mechanical response of laminate glass panels.

Special R&D activities were undertaken to support the design: manufacturing of thick twisted tapes leading to an increased cooling performance while maintaining flow rate requirements, bending of swirl tubes, verification for permanent deformations due to stress relaxation after heating of swirl tubes, double side deep drilling of 2 m long CuCr1Zr plates.

Through finite element analysis and experimental verification, variation trends of bending and twisting motions with respect to the chamber angle are investigated.

Afterward, experimental test and verification were performed for static bending and dynamic excitation of the frame model structure, using the developed experiment system.

As a final verification of the model, a bending test is used which manifests the stress-state dependency of the transformation.

This paper presents the experimental verification of a composite FEM by static bending tests of 500 × 200 mm BT coupled laminate plates.

Several consistent simplifications are carried out in order to build a simple but coherent design model for the stability verification of tapered beams subject to linear bending moment distributions and to parabolic bending moment.

Table  1 summarizes calculations regarding design loads (with reference to the base of the column) and verification of adequate reinforcement in shearing and bending (moment capacity and ductility).

Finite element simulations are performed for verification purpose, accounting for a wide range of bending stiffness.

Global buckling verification was made on legs, under normal stress and bending moment.