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  • Calculation of strength of structures under breakaway

    Discusses the calculation of stress-strain State of glued structural sheathing to the test to determine the calibration of the test stand

    Keywords: Finite elements method, Stress concentration, Skin, Test, Prediction.

  • About some method for constructing of solutions in the dynamic problems for multilayered poroelastic half plane

    The representation of solutions for problem of steady state vibrations of multilayered poroelastic half plane is considered using the superposition of corresponding solutions for homogeneous poroelastic environments. This allows to analyze the influence of individual structural layers on the forming of displacement and stress fields and also give the analysis of energy streams with the refraction boundaries and wave types separation

    Keywords: multilayered half space, steady state vibrations, Biot environment, superposition principle

  • Determination of load capacity of soil conditions TYPE II subsidence piles of library materials FIELD TEST PILES OF STATIC LOAD

    In the article, which is a review, the question about the use of library materials in the design of pile foundation in subsidence soils. Topic is relevant for engineers faced with the design of buildings and structures on the subsiding soils. States the reason for the consideration of the designated theme, coming out of the normative documents, as well as from the practice of static load test of piles. The task is the possibility of using library materials field test piles taking into account features of the static sounding in an environment where it may be difficult, as well as in combination with the results of the full sample or engineering-geological researches, modern methods of calculation (numerical methods, CAD, etc.) and geophysical data.

    Keywords: Library materials, static sensing, subsiding, survey

  • Localization of damage concrete structural elements with prestressed reinforcement

    The possibilities of the vibration method changes the curve oscillation localization damage concrete structural elements with prestressed reinforcement. This article discusses a method for curve oscillation example concrete slab in terms of spatial, complex stress state under the action of vertical force Q.

    Keywords: Vibration diagnostics, fault detection, diagnosis, design, construction span, reinforced concrete, concrete, reinforcement, prestressing.

  • Microwave band-pass filter on waveguides of complex cross-section, integrated into a multilayered chip with SIW technology

    The possibilities of waveguide elements realization in the structure of multilayered integrated chips of centimeter and millimeter ranges with SIW (Substrate Integrated Waveguide)-technology application are considered. The approaches allowing effectively using in new structures the algorithms and techniques of the electrodynamic analysis and synthesis of passive devices on classical all-metal waveguides are offered. Advantages of use in SIW structure the waveguides of complex cross-section are considered on the example of the microwave band-pass filter.

    Keywords: A.A. Gadzieva, V.V. Zemlyakov, S.V. Krutiev

  • Information about authors (№4, 2013)

    Information about authors of issue №4 (2013)

    Keywords: authors

  • Accounting for the effects of differences between the moduli of elasticity in compression and tension in the calculation of the strength of reinforced beams with filler of foamy fibrous concrete

    The article investigates the impact on the normal stresses of inequality of the young modulus for tension and compression in the bending of reinforced beams. Obtained formulas for determination of the bending moments that arise in the fixture, compressed and stretched zone of the aggregate. Found the formula for the normal stresses arbitrarily supported reinforced beams, arbitrary cross section and arbitrarily loaded bending loads. For example, reinforced beams of rectangular cross-section shows the determination of the neutral line and maximum stresses.

    Keywords: reinforced beam, elastic modulus, stress, normal concrete

  • Determine the effect of the support on the carrying capacity of grillage pile gain basement of the building with the differential settlement in Belovo Kemerovo region

    This article discusses the definition of the bearing capacity of piles to strengthen the base of the building, with the considering differential settlement, with formulation of a  nonlinear problem of a residential building in Belovo, Kemerovo region. These results were used at develop methodology for restoration of buildings and structures on the basis of monitoring  

    Keywords: differential settlement, bearing capacity of piles, physical nonlinear formulation, finite element method

      The features of the construction of effective solutions to the problems of excitation of multi-media internal sources of oscillations. Examples of numerical calculations of the displacements and strains in the environment depending on the position of the source and observation point.

    Keywords: many layers of base, internal source, harmonic oscillations

  • Methods of experimental study of pre-stressed in the sample at the indentation of the indenter

    • Abstract

    The problem of a radial compressive stress in the sample to assess their impact on the parameters of these stresses pressing indentors

    Keywords: Diagnostics, resource efficiency, mechanical properties, strength, ductility, hardness, toughness, nondestructive testing, destructive

  • The problem of implementing a static conical indenter into the region with radial initial stresses

    • Abstract

    We consider the problem of pressing a conical indenter in pre-compressed radial force elastoplastic medium. The influence of the initial stresses on the parameters of the indentation.

    Keywords: Diagnostics, resource efficiency, mechanical properties, strength, ductility, hardness, toughness, nondestructive testing, destructive

    The algorithm of calculation of embedded foundation with combined use of a method of boundary elements and method of finite elements is considered. The calculation example of embedded foundation lying on a layered half space is resulted. Distributions of displacements under the base depending on frequency of influence and a combination of physical parameters of elastic layers and elastic half space are analyzed.

    Keywords: dynamic, vibration, frequency, ceiling, half-space

      Requirements for methods of diagnosing design increases - they should make it possible to fully assess the performance of buildings, as well as being simple and mobile, to be used during the construction, operation, maintenance and reconstruction. This work is devoted to the realization of experimental and theoretical methods for vibration monitoring of structures and the analysis of the results. The objects of study are the reinforced concrete beams and slabs, and the subject of the study - the methods of vibration diagnostics, the principle of which is to detect changes in the construction of the main dynamic characteristics. Research has shown that damage to the structure can be detected by the methods considered, using a relatively small number of monitoring points and subject to change only the fundamental mode of vibration.

    Keywords: Vibrodiagnostics, flaw detection, diagnostics, construction, beam, plate, defect, damage, vibration

  • Information about authors (№3, 2012)

    Information about authors of issue №3 (2012)

    Keywords: authors

  • Information about authors (№3, 2013)

    Information about authors of issue №3 (2013)

    Keywords: authors