Sentence examples for behaviour of these beams from inspiring English sources
The validity of fundamental principles of post-tensioning technology was investigated by performing global and local analysis of the behaviour of these beams.
Some parameters that could have influence on the behaviour of these beams were evaluated, such as the section geometry, initial applied load, slenderness and influence of the axial and rotational restraints.
The linear graphs between the applied load and corresponding deflection or curvature in reinforced HSC beams showed that the behaviour of these beams is elastic and any increase in the tensile reinforcement ratio results in an increase in the ultimate load too.
Various representations of the structural behaviour of these beams are given in closed form which can also be used to benchmark available modelling techniques, i.e. finite element and finite difference formulations, which require a spatial discretisation to be specified as well as the time discretisation to perform a time analysis.
By performing material nonlinear simulations with a computer program based on the finite element method (FEM), the applicability of the fracture mode I crack constitutive law derived from the inverse analysis is assessed for the prediction of the behaviour of these beams.
Shear-dominated failure in the web post controls the behaviour of these beams.
The inelastic behaviour of these beam sections, i.e. the development of "plastic hinges", is described by piece-wise-linear constitutive models allowing for hardening and/or softening, in terms of generalized stresses and conjugate kinematic variables.
Additionally, finite element analysis were conducted using constitutive material model for normal concrete to simulate the flexural behaviours of these beams.
These single cell studies will help to understand the macroscopic behaviour of the beams and plates with Kagome cores under quasi-static bending and impact loading scenarios.
