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Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete
Hematibahar M., Esparham A., Vatin N.I., Kharun M.I., Gebre T.H.
Predicting the residual life of concrete structures in biocorrosion from the position of the theory of mass transfer
Fedosov S.V., Loginova S.A., Shalygina A.A.
Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement
Chongo P., Shambina S.L., Tembo O.
Performance of reinforced concrete elements strengthened with carbon fiber CFRP at elevated temperatures
Alzamili H.H., Elsheikh A.M.
Thermal processing of fresh concrete with infrared radiation
Svintsov A.P., Cisse A.
Safety assessment of massive buttress dams in the presence of thermal cracks in them
Zimnyukov V.A., Zborovskaya M.I.
Properties and behavior of light hydrophobic concrete
Kharun M., Ehsani A., Nasimi S., Gebre T.H.
Investigation of the properties of high-strength steel fiber concrete with a minimum effective fiber content under loads of various durations
Karpenko N.I., Moiseenko G.A.
Properties of dispersed fibers for efficient concrete reinforcement
Markovich A.S., Miloserdova D.A.
Optimization of design solutions of protective structures of erections of nuclear power stations
Sargsyan A.E.
Influence of the concrete strength and the type of supports on the stress-strain state of a hyperbolic paraboloid shell footbridge structure
Cajamarca-Zuniga D., Luna S.
Physical аnd mechanical properties оf basalt-fibered high-strength concrete
Kharun M., Koroteev D.D., Dkhar P., Zdero S., Elroba S.M.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
BORASSUS AETHIOPUM MART OF BENIN USED AS REINFORCEMENT IN CONCRETE: ADHESION CARACTERISATION
SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Salamahin P.M., Reshetnikov I.V.
CRITERION OF DURABILITY OF PLANE-STRESSED CORROSION DAMAGED CONCRETE ELEMENT AND ITS APPLICATION TO CALCULATION OF FERRO-CONCRETE CONSTRUCTIONS
Kolchunov V.I., Androsova N.B.
INVESTIGATION OF DYNAMICS AND LEVEL OF CONCRETE STRENGTH DEVELOPMENT LAID IN STEEL PERMANENT FORMWORK
Gasiev A.A., Beppaev Z.U., Hasauov U.M.
Innovation structures of very lean roller compacted concrete dams
Lyapichev Y.P.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab
Galishnikova V.V., Heidari A., Chiadighikaobi P.C., Muritala A.A., Emiri D.A.
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
Results of experimental studies of high-strength fiber reinforced concrete beams with round cross-sections under combined bending and torsion
Travush V.I., Karpenko N.I., Kolchunov V.I., Kaprielov S.S., Demyanov A.I., Bulkin S.A., Moskovtseva V.S.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.I.
Solution of the axisymmetric problem of thermoelasticity of a radially inhomogeneous cylindrical shell by numerical-analytical method and the finite element method
Polyakova L.S., Andreev V.I.
THE ANALYSIS OF THE POSSIBILITIES OF USING ASTROFLEX REBAR IN INDUSTRIAL AND TRANSPORT BUILDING
Ponomarev A.N., Mospan E.A.
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.
STRAINS SUPERPOSITION PRINCIPLE WHEN CONSTRUCTION ELEMENTS HAVE STRUCTURAL DAMAGES
Larionov E.A., Bondarenko V.M.
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