Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Journal: Structural Mechanics of Engineering Constructions and Buildings (Vol.15, No. 3)Publication Date: 2019-07-08
Authors : Tatyana Ter-Emmanuilyan; Igor Polumordvinov;
Page : 171-181
Keywords : method of full discretization; creep; displacements; deformations; stresses; concrete construction; stress-strain; tank; history of construction;
Abstract
Introduction. Prospective transition of CIS to the European design standards in the construction industry requires development of new and modification of known engineering methods for calculation and design of construction. Creation and development of such methods should be based on fundamental research that can become the basis for the development of principally new, innovative technologies. Methods. The paper consists of basis and practical application of the method of full discretization. This method is a special modification of finite element method for the solving of problems of the creep. Practical application of the method is illustrated with modeling and applied tasks. Results. The paper presents a joint calculation of the “structure - foundation - soil” system using the example of a reservoir of a modular biological wastewater treatment plant designed for filtration fields in the village of Tasboget, Akmola region, the Republic of Kazakhstan. The full picture of the evolution of the stress-strain state of structures is gained, taking into account the material creep and the history of construction. There is a comparison of result calculations with and without technology of erection of structures.
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