Issue 51

A. A. Lakhdari et alii, Frattura ed Integrità Strutturale, 51 (2020) 236-253; DOI: 10.3221/IGF-ESIS.51.19 239 where: D - diffusion coefficient, without taking into account the effect of hydrogen in not charged structure;  and  - coefficients to be determined based on experimental data; C - hydrogen concentration; S - parameter, characterizing the rigidity of the state of stress schema, with: S = σ о / σ i (2) where: σ о - mean stress; σ i - intensity of the constraints. According to formula (1), with increasing hydrogen concentration, the diffusion coefficient also increases. The S parameter takes negative values, if the compression components predominate in the constraint state schema. In this case, the diffusion coefficient decreases. On the other hand, with a predominance of traction components, the parameter S takes positive values, which leads to an increase in the diffusion coefficient. We consider that the structural element consists of a nonlinear elastic material whose deformation diagram is approximated by the function: m i i i A B        (3) where: A , B and m - known coefficients; ε i - intensity of deformations. To take into account the influence of hydrogen on the deformation diagram, by analogy with [16, 17], we use an influence function θ ( C , S ):   m-1 m i i i , A B C S          (4) where:       0 0 0 1   , b a then S S C S exp k C S S then S S           In these formulas : 0 S - a threshold value of parameter S , to which hydrogen does not affect the material deformation diagram; k, a, b  - known coefficients. The modeling work involves analyzing the redistribution of stresses in the volume of a structural element as a result of low-temperature hydrogen corrosion, as well as identifying the most dangerous modes of operation. I MPLEMENTATION OF THE MODEL IN THE ANSYS FINITE ELEMENT SOFTWARE PACKAGE . o solve this problem, we chose the ANSYS software implementing the finite element method (FEM) [19-22 ]. The idea of the approach is that in ANSYS, each finite element (EF) can define its own properties. For example, when solving a structural problem, each finite element can be assigned an individual elasticity modulus, a transverse strain coefficient or points of the strain diagram. With the ADPL language, built into ANSYS, we have written a number of macros, which solved this problem. All model parameters are conventionally divided into groups: - the geometrical parameters of the hollow cylinder (inner and outer radii, length); - the loading parameters of the structural element (internal and external pressures, hydrogen concentrations on the internal and external surfaces, number of time steps); T