Numerical Modeling Of Stress-strain State Research Articles

Numerical modeling of stress-strain state of elements manufactured by 3D printing

The Paton Welding Journal, 2021, №08. International Scientific-Technical and Production Journal «The Paton Welding Journal» «The Paton Welding Journal» has been published monthly since 2000 in English, ISSN 0957-798X. «The Paton Welding Journal» is a cover-to-cover English translation of the «Avtomaticheskaya Svarka» (Automatic Welding) journal. The «Avtomaticheskaya Svarka» journal has been published monthly since 1948 in Russian, ISSN 005-111X.

Numerical modeling of the geomassif stress-strain state with account of different rock resistance to tension or compression

The results of numerical modeling of the stress-strain state of the geomassif under the influence of natural technogenic forces are presented. To carry out computational experiments, a mathematical model was developed, in the constitutive relations of which the nonlinear relationship between stresses and deformations of rocks and their different resistance to tension or compression are taken into account. A computer program was developed, and an example is given in which the results of a nonlinear solution and a boundary value problem of the theory of elasticity are compared.

Modeling the stress-strain state of of a municipal solid waste landfill

Introduction. The process of municipal solid waste (further MSW) generation is inextricably linked with the life of humanity. Every day each person generates some, a small amount of garbage. As a result millions of tons of MSW are generated daily in the world which are unsuitable for further use and require disposal. There are various ways of handling MSW including their treatment, recycling and disposal. In Russian Federation the vast majority of MSW are currently located on the specially equipped facilities –– waste landfills. To date the most common waste management strategy remains their placement in a landfill. Waste landfills are arrays of stored waste and are special engineering structures designed for the safe isolation of their contents from the environment. Landfill includes gas exhaust and leachate drainage systems, liner and cover systems. The main component of this structure is waste itself. Mechanical stability of landfills should be provided at all stages of waste storage as well as after it complete filling to designed capacity and at post-closure stage. As the result of deformation of unstable waste, all landfill systems can be destroyed up to the collapse of garbage array leading to the significant environmental and other consequences. One of the most common problems leading to the various incidents at landfills is an incorrect assessment of their stability. MSW landfill is a complex multiphase system in which various interacting processes occur simultaneously. The main factor in the calculation and design of landfills is the forecast of their settlements. Studies by many authors have established that biological decomposition has a significant impact on the properties of MSW after which the waste is considered as the landfill soil with a particle size of up to 20 mm. Materials and methods. The paper presents the methodology and the results of numerical modeling of stress-strain state of the designed object “Waste Landfill”. The facility is an array of municipal solid waste of 38 meters high. Waste is stacked in the layers of 1.75 m thick. Each waste layer is covered by the loam cover of 0.25 m thick. Stress-strain state of municipal solid waste including biological creep was modelled using well-known “Soft-Soil-Creep model” (SSC-model). Results. The results of numerical simulation of stress-strain state of the waste pile at all stages of the filling and in the post-closure period are presented. An assessment of the increase in the capacity of the landfill due to the compaction and biological creep has been performed. Stability analysis of the landfill and potential failure mechanisms at different stages of filling and operation are presented. Conclusions. Numerical modeling of stress-strain state of the MSW array using the “Soft-Soil-Creep model” allows to analyze the stability of the waste pile at any stage of landfill filling and evaluate the increase in landfill capacity due to the waste settlement taking into account the mechanical creep and biocompression during layer-by-layer filling.

Numerical Modeling of Stress-Strain State of a Deep Beam

The article presents calculation results for model elastic problem of defining stress-strain state of a deep beam preformed in 3D and 2D statements with the use of ANSYS software package. Geometric relations are taken in the form of Cauchy equations. The purpose of the study is to assess error in the results obtained for the two statements and to draw a conclusion on the possibility of using 2D statement for the deep beam under study. Based on 3D statement calculation results one may observe a short area near the support surface of a deep beam with the maximum load across the entire thickness. In this area the concentration of maximum stress values and maximum linear and angular deformations in the structure material are observed. The area is located on the axis of symmetry of the deep beam near the inner edge of support surface. It is found that the stress intensity values obtained for the two statements have considerable differences in this area, for that reason 3D statement shall be used when performing calculations for the deep beam. This way of solving the problem is illustrative of stress-strain state parameters distribution across the thickness of the structure, which is necessary for its strength evaluation.

INVESTIGATION OF THE STRESS-STRAIN STATE OF THE NANOSATELLITE POLYITAN-2 UNDER QUASI-STATIC OVERLOAD ON THE STAGE OF ASCENT

Completed strength analysis of nano-satellite POLYITAN-2 for the quasi-static overload on the stage of ascent. An efficient solid-state and the corresponding finite element model of nano-satellite. Using numerical modeling of stress-strain state of nano-satellite held software package Ansys. The analysis of the criteria for assessing the strength of the structural elements of strength nano-satellite, made of composite materials.. Determined safety factors, found the maximum displacement of structural elements. It was found that, for this embodiment POLYITAN-2 terms of strength and stiffness are performed.

Modelling a Reinforced Sandy Pile Rheology when Reacting with Water-saturated Ground

The paper presents the numerical modeling of stress-strain state of viscoelastic water-saturated grounds strengthened with a reinforced sandy pile. The FEM models software package was used for receiving numerical results. The results were compared with experimental data.

Effect of partial water flooding on the stress-strain state of the crown pillar in the Aikhal Mine

Based on numerical modeling of stress-strain state of rocks and the in situ deformation monitoring of rocks mass surrounding underground excavations, the authors determine stability criteria for mine structural elements in terms of the Aikhal Mine where mining has been transferred under the worked-out open pit bottom. Using the determined criteria, the stress-strain state and subsidence of the crown pillar are assessed, considering current stage of the water table in the open pit. The article gives predictive estimate of the change in the stress-strain state and subsidence of the crown pillar upon the water level raising.