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Institution

University of Architecture, Civil Engineering and Geodesy

EducationSofia, Bulgaria
About: University of Architecture, Civil Engineering and Geodesy is a education organization based out in Sofia, Bulgaria. It is known for research contribution in the topics: Finite element method & Beam (structure). The organization has 3808 authors who have published 3822 publications receiving 30736 citations. The organization is also known as: Sofia Polytechnic.


Papers
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Journal ArticleDOI
TL;DR: In this article, the boundary integral equation method (BIEM) is employed to study elastic wave motion in a continuously inhomogeneous geological medium under anti-plane strain conditions, where the seismic wave field sensitivity to the material gradient and the wave velocity variation in the medium, to the presence of layers, canyons and cavities, and to the frequency content of the incoming signal.
Abstract: In this work, elastic wave motion in a continuously inhomogeneous geological medium under anti-plane strain conditions is numerically investigated using the boundary integral equation method (BIEM). More specifically, the geological medium possesses a variable velocity profile, in addition to the presence of either parallel or non-parallel graded layers, of surface relief, and of buried cavities and tunnels. This complex continuum is swept either by time-harmonic, free-traveling horizontally polarized shear waves or by incoming waves radiating from an embedded seismic source. The BIEM employs a novel type of analytically derived fundamental solution to the equation of motion defined in the frequency domain, by assuming a position-dependent shear modulus and a density of arbitrary variation in terms of the depth coordinate. This fundamental solution, and its spatial derivatives and asymptotic forms, are all derived in a closed-form by using an appropriate algebraic transformation for the displacement vector. The accuracy of the present BIEM numerical implementation is gauged by comparison with available results drawn from examples that appear in the literature. Following that, a series of parametric studies are conducted and numerical results are generated in the form of synthetic seismic signals for a number of geological deposits. This allows for an investigation of the seismic wave field sensitivity to the material gradient and the wave velocity variation in the medium, to the presence of layers, canyons and cavities, and to the frequency content of the incoming signal.

7 citations

Journal ArticleDOI
TL;DR: In this paper, the influence of whistlers on the distribution and gyrosynchrotron radiation of fast electrons injected into a coronal magnetic trap is considered, and the kinetic equation in the Fokker-Planck approximation with consideration of fast electron scattering, both on background plasma particles and on whistlers, is solved for an inhomogeneous trap.
Abstract: The influence of whistlers on the distribution and gyrosynchrotron radiation of fast electrons injected into a coronal magnetic trap is considered. The kinetic equation in the Fokker–Planck approximation with consideration of fast electron scattering, both on background plasma particles and on whistlers, is solved for an inhomogeneous trap. It is supposed that the source of whistlers is a nonstationary process of flare energy release. Having found the fast electron distribution, we can calculate their gyrosynchrotron microwave emission. The influence of nonthermal electron scattering on whistlers are compared with the effects of scattering on Coulomb collisions. It is shown that whistlers considerably modify the emission characteristics of a loop at a certain energy density; in particular, they steepen the frequency spectrum. This is useful for microwave diagnostics of plasma turbulence in the flare loop.

7 citations

Journal ArticleDOI
TL;DR: In this article, a series of large-scale direct shear tests were conducted on S-RM with two volumetric rock block contents (VBCs), each with three types of block lithology.
Abstract: The soil-rock mixture (S-RM) is widely used as a kind of geotechnical material in some construction engineering. When analyzing the stability of the engineering, the strength properties of S-RM are used as crucial input parameters. In this paper, to improve the understanding of strength properties of S-RM, a series of large-scale direct shear tests were conducted on S-RM with two volumetric rock block contents (VBCs), each with three types of block lithology. The particle breakage after each test and its relationship with strength properties were also analyzed. The results reveal that the influences of VBC and block lithology on particle breakage are slight when VBC is low, while significant as VBC increases. Compared with the traditional M-C strength criterion, a modified M-C nonlinear strength criterion is more suitable for the S-RM. When VBC is low, the influences of VBC and block lithology on the strength properties are slight. However, when VBC is high, their impacts will become greater, especially on the nonlinear strength parameter Δφ. The nonlinear strength characteristics become more obvious with an increase in relative breakage index Br, which are mainly caused by the particle breakage during the shearing process.

7 citations

Journal ArticleDOI
TL;DR: In this article, a longitudinal fracture analysis of a continuously inhomogeneous beam with stress relaxation was performed by using two linear viscoelastic models under constant applied shear strain.
Abstract: The present paper deals with longitudinal fracture analysis of a continuously inhomogeneous beam with stress relaxation. The beam is loaded in torsion. The stress relaxation behavior is treated by using two linear viscoelastic models under constant applied shear strain. The cross-section of the beam is a circle of linearly varying radius along the beam length. The longitudinal crack is a circular cylindrical surface. The beam is continuously inhomogeneous in both radial and length directions. The shear modulii and the coefficients of viscosity are distributed exponentially along the radius and along the length of the beam. The longitudinal fracture behavior is analyzed in terms of the strain energy release rate. A solution to the strain energy release rate is obtained by differentiating the strain energy. The solution is verified by considering the balance of the energy. The influence of the varying radius of the cross-section on the longitudinal fracture is studied. The effects of the varying shear modulii and coefficients of viscosity in radial and length directions of the beam on the longitudinal fracture behavior are evaluated. The change of the strain energy release rate with the time is analyzed.

7 citations

Journal ArticleDOI
TL;DR: The increased contribution of science-intensive clean materials and technologies to the total industrial production is one of the essential prerequisites for the future of sustainable indus... as discussed by the authors, which is the essential prerequisite for the sustainable industrial production.
Abstract: The increased contribution of science-intensive clean materials and technologies to the total industrial production is one of the essential prerequisites for the future of sustainable indus...

7 citations


Authors

Showing all 3821 results

NameH-indexPapersCitations
Changlun Chen7519220080
Yu You Li6340112761
Jun Ma5426512987
Pieter T. Visscher5214011120
Alan W. Decho4710910456
Bin Yang403287040
Wendong Wang302574203
Mei-yung Leung301092615
Li Zhang292483328
Vittorio Girotto27763069
Vasili Kharchenko27782791
Jiaping Liu261121763
Aleksander Filarowski26871868
Shengwen Tang26751819
Rong Chen24781498
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Performance
Metrics
No. of papers from the Institution in previous years
YearPapers
20238
202223
2021469
2020365
2019303
2018226