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
ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
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 necess...
RESEARCH OF BEHAVIOR OF CEMENT COMPOSITES IN CONDITIONS OF HIGH HUMIDITY AND VARIABLE POSITIVE TEMPERATURES
In this paper, the results of testing cement composites under the conditions of the effect of high humidity and variable positive temperatures are given.By the coefficient of variation of hardness (stability), the compos...
АНАЛИЗ ВОЗМОЖНЫХ ПРИЧИН И МЕХАНИЗМОВ РАЗРУШЕНИЙ СТРОИТЕЛЬНЫХ СООРУЖЕНИЙ
С целью лучшего понимания волновых свойств уравнения Тимошенко произведен вывод точненного уравнения из уравнений плоской задачи теории упругости для длинной полосы. Для вывода используется метод простых итераций вк...
THE MODIFIED MOHR – COULOMB AND DRUCKER – PRAGER MODELS. INFLUENCE OF ECCENTRICITY ON HYSTERESIS LOOP AND ENERGY LOSS
The eccentricity parameters appearing in the modified Mohr-Coulomb and Drucker-Prager models are studied. The influence of the eccentricity on shape and size of the hysteretic loop and plastic dissipation energy are anal...
ОПРЕДЕЛЕНИЕ ГРАНИЧНОЙ ВЫСОТЫ СЖАТОЙ ЗОНЫ ДЛЯ ЖЕЛЕЗОБЕТОННЫХ СЕЧЕНИЙ С ЖЕСТКОЙ АРМАТУРОЙ
A brief review of power resistance of cross sections with a complex composition was made using the examples of steel-concrete composite structures. The features and difficulties that appear when calculate steel- concrete...