Issue
Title
Authors
Determining the width of the workpiece under bending conditions with stretching of the stamped part
Morozov Y.A., Verkhov E.Y.
Mathematical modeling of unsteady elastic stress waves in a console with a base (half-plane) under fundamental seismic action
Musayev V.K.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
DISTRIBUTION OF LOAD AND BENDING STRESSES ALONG THE LENGTH OF THE THICK PLATE FIXED IN THE BASE WHEN AN INITIAL ANGLE BETWEEN IT AND THE DETAIL CONTRACTING WITH IT
PLEKHANOV F.I.
INHIBITION OF CURVILINEAR COHESIVE CRACK GROWTH IN A BENDING STRIP (BEAM) BY INDUCED HEAT STRESS FIELD
MUSTAFAYEV A.B.
Experimental studies of reinforced concrete structures of hydraulic structures strengthened with composite materials
Frolov K.E.
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM
FIRSANOV V.V., GAVVA L.M.
Main results of experimental studies of reinforced concrete structures of high-strength concrete B100 round and circular cross sections in torsion with bending
Travush V.I., Karpenko N.I., Kolchunov V.I., Kaprielov S.S., Dem’yanov A.I., Konorev A.V.
Physical аnd mechanical properties оf basalt-fibered high-strength concrete
Kharun M., Koroteev D.D., Dkhar P., Zdero S., Elroba S.M.
The modern state of the problem of analyzing the natural frequencies and modes of vibration of a composite structure
Nurimbetov A.U., Dudchenko A.A.
MODELING OF CRACKS NUCLEATION IN FIBER COMPOSITE UNDER BENDING
Hasanov S.H.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
ANALYTICAL SOLUTION FOR BEAM STRUCTURE WITH ELASTO-PLASTIC PROPERTIES OF MATERIAL
ELENITSKIY E.Y.
STUDY OF THE BENDING MOMENT IN FORMING CURVED PROFILE METHOD FOR ROLLING MILL FORMING
Morozov Y.А., Verkhov E.Y., Frolov A.A., Krutina E.V.
EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION
POTAPOV V.D., FIMKIN A.I., PEPANYAN A.R.
CONSTRUCTION OF A TRIANGULAR FINITE ELEMENT FOR THIN SHELL CALCULATION ON THE BASE OF THE LIMIT SCHEME OF FINITE ELEMENT ANALYSIS
Serpik I.N., Udalov S.E., Serpik L.G.
THE CRACK NUCLEATION IN THE ISOTROPIC PLATE, WEAKENED BY A PERIODICAL SYSTEM OF CIRCULAR HOLES UNDER TRANSVERSE BENDING
Iskenderov R.A.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
EXPERIMENTAL RESEARCHES OF WORK OF EMBOSSMENTS SUBJECTED TO THE BENDING
Rumyanceva I.A.
EXPERIMENTAL STUDY OF NATURAL FREQUENCIES OF THREE-LAYERED HONEYCOMB PANELS WITH HOLES AND REPAIR SLEEVES
Safronov V.S.
OSCILLATION OF A HOMOGENEOUS DIFFERENT MODULUS BAR LYING ON TWO CONSTANT FOUNDATION
Rzayev N.S.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
EMI-ANALYTICAL ANALYSIS OF A LONG SHALLOW OBLIQUE HELICOIDAL SHELL IN A NON-ORTHOGONAL NON-CONJUGATE COORDINATE SYSTEM
Tupikova E.M.
PURE BENDING OF THE PLATE WEAKENED BY THE PERIODIC SYSTEM OF CIRCULAR HOLES AND RECTILINEARLY THROUGH CRACKS
Isgandarov R.A.
INVERSE PROBLEM OF THE THEORY OF BENDING OF THE PLATE WITH INCLUSIONS
Askarov V.A.
INFLUENCE OF ALIEN ELASTIC INCLUSIONS ON GROWTH OF DOUBLY PERIODIC SYSTEM OF THE RECTILINEAR CRACKS IN THE BEND THIN PLATE
Kazbekov B.B.
1 - 26 of 26 Items

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