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Authors
Method of computational models of resistance for reinforced concrete
Kolchunov V.I.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
Use of natural compounds as a nutrition for bacteria in self-healing mortar
Galishnikova V.V., Elroba S.M., Dayoub N., Sakna A.
INVESTIGATION OF THE CONDITIONS OF SAFETY ENSURE OF THE MAIN CIRCULATING PIPELINE ON THE BASIS OF THE LBB CONCEPT
Kuz'min D.A.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
Effect of contact stresses in places of contact of wheel and road covering for interface cracks
Hasanov S.H.
THE CRACK NUCLEATION IN THE ISOTROPIC PLATE, WEAKENED BY A PERIODICAL SYSTEM OF CIRCULAR HOLES UNDER TRANSVERSE BENDING
Iskenderov R.A.
INHIBITION OF CURVILINEAR COHESIVE CRACK GROWTH IN A BENDING STRIP (BEAM) BY INDUCED HEAT STRESS FIELD
MUSTAFAYEV A.B.
MECHANISMS OF DESTRUCTION OF ROCKS UNDER DRILLING
SINEV S.V.
FROM RELATIVE TO EXACT MODEL OF CALCULATION CRACK RESISTANCE OF REINFORCED CONCRETE SECTION
MAYOROV V.I., Larionov V.M.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
NUCLEATION OF CRACKS IN ISOTROPIC MEDIUM WITH PERIODIC SYSTEM OF THE CIRCULAR HOLES FILLED WITH RIGID INCLUSIONS, AT LONGITUDINAL SHEAR
Hasanov F.F.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
INVESTIGATION OF THE INFLUENCE OF AUSTENITIC STEEL SURFACING ON CRACK OPENING OF PEARLITIC STEEL PIPELINE Du850
Kuzmin D.A.
CALCULATED METHOD OF RESEARCH OF FATIGUE FRACTURE OF THE ROAD COVERING
Hasanov S.H.
THE EXPERIENCE OF STRENGTHENING OF PEDESTRIAN SUBWAYS IN THE SATURATED SOILS OF THE KAZAN CITY
MUSTAKIMOV V.R., SHAFIGULLIN R.I., YAKUPOV S.N., MUSTAKIMOV A.V., DAMINOV R.I.
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK
Sinev S.V.
A CRACK WITH INTERFACIAL BONDS BETWEEN FACE ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.H.
The probability of the existence of defects that lead to the destruction of the pressure vessel without leak
Kuzmin D.A., Vertashenok M.V.
NUMERICAL SOLUTION OF THE FLAT PROBLEM OF ELASTICITY THEORY WITH TAKING INTO ACCOUNT THE ANISOTROPY OF MATERIALS
Nizomov J.N., Hojiboe A.A., Hojiboev O.A.
TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY
KLYUEVA N.V., KARPENKO D.V., KASHCHAVCEV A.A.
Partially closure of rectilinear crack emanating from contour of circular hole in stringer plate
Mir-Salimzada M.V.
TRANSVERSE BENDING OF A THIN PERFORATED PLATE WEAKENED BY RECTILINEAR CRACKS WITH END ZONES OF PLASTIC DEFORMATION
Kazbekov B.B.
THE GROWTH OF COHESIVE CRACK IN A STRINGER PLATE
Mir-Salimzade M.V.
1 - 24 of 24 Items

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