ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
Journal Title: International Journal for Computational Civil and Structural Engineering - Year 2018, Vol 14, Issue 4
Abstract
Numerical or semianalytical solution of problems of structural mechanics with immense number of unknowns is time-consuming process. High-accuracy solution at all points of the model is not required normally, it is necessary to find only the most accurate solution in some pre-known domains. The choice of these domains is a priori data with respect to the structure being modelled. Designers usually choose domains with the so-called edge effect (with the risk of significant stresses that could lead to destruction of structures) and regions which are subject to specific operational requirements. Stress-strain state in such domains is important. Wavelets provide effective and popular tool for local structural analysis. Operational and variational formulations of problems of structural mechanics with the use of method of extended domain are presented. After discretization and obtaining of governing equations, problems are transformed to a multilevel space by multilevel wavelet transform. Discrete wavelet basis is used and corresponding direct and inverse algorithms of transformations are performed. Due to special algorithms of averaging, reduction of the problems is provided. Wavelet-based methods allows reducing the size of the problems and obtaining accurate results in selected domains simultaneously. These are rather efficient methods for evaluation of local phenomenon in structures.
Authors and Affiliations
Pavel A. Akimov, Alexander M. Belostotsky, Taymuraz B. Kaytukov, Marina L. Mozgaleva, Mojtaba Aslami
CRANE LOAD STATISTICAL MODELLING AND DESIGN COMBINATIONS OF THE INTERNAL FORCES
Attention has been paid to the fact that design load case combinations and design combinations of the internal forces caused by these loads have got a different probability of implementation. This fact has been is illust...
LOCALMINIMUM PRINCIPLE FOR OPTIMIZATION PROBLEMS WITH DIFFERENT TYPES OF CONTROL SYSTEMS SUBJECT TO MIXED STATE-CONTROL CONSTRAINTS
This paper discusses the first-order optimality conditions for optimal control problems with two different types of control systems, considered on a fixed time interval: systems of ordinary differential equations and sys...
THE COMPARATIVE ANALYSIS OF THE RESULTS OF REAL AND NUMERICAL EXPERIMENTS FOR DEFINING THE ULTIMATE BEARING CAPACITY OF LIGHT GAUGE STEEL STUDS “ATLANT”
The article in question describes the results of comparison of numerical and real experiments, presented in the report of the Canadian laboratory “Bodycote” [1]. The paper depicts the test fixture, on witch six samples (...
МАТЕМАТИЧЕСКОЕ МОДЕЛИРОВАНИЕ НЕСТАЦИОНАРНЫХ УПРУГИХ ВОЛН НАПРЯЖЕНИЙ ПРИ СОСРЕДОТОЧЕННОМ ВЕРТИКАЛЬНОМ ВОЗДЕЙСТВИИ В ВИДЕ ДЕЛЬТА ФУНКЦИИ НА ПОВЕРХНОСТИ ПОЛУПЛОСКОСТИ (ЗАДАЧА ЛЭМБА)
Рассматривается задача о численном моделировании продольных, поперечных и поверхностных волн на свободной поверхности упругой полуплоскости. Приводится изменение упругого контурного напряжения на свободной поверхности...
THE IMPACT OF COUPLING THERMOELASTICITY EQUATIONS ON SETTLEMENT OF STRUCTURES ON FROZEN SOIL
This paper seeks to propose a numeric model for the determination of structure’s settlement on frozen soil. The settlement is driven by the dead weight of the soil, weight of the erected building and thawing of the soil...