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Calculation of the formation of normal cracks in a reinforced concrete element based on the deformation theory of plasticity of concrete by G.A. Geniev
Vu N.T., Fedorova N.V.
Numerical calculation of bent reinforced concrete elements of rectangular section in the Abaqus software
Rimshin V.I., Amelin P.A.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
Scientific and creative heritage of Georgy Aleksandrovich Geniev
Pyatikrestovsky K.P., Fedorova N.V., Kolchunov V.I.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.V.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
INTENSIFICATION OF PROCESSES OF ROLLING
Kohun L.S., Morozov Y.A.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS
Starov A.V.
DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTS
Heidari A., Galishnikova V.V.
REVIEW OF LIMIT LOAD AND SHAKEDOWN THEOREMS FOR THE ELASTIC-PLASTIC ANALYSIS OF STEEL STRUCTURES.
Heidari A., Galishnikova V.V.
1 - 12 of 12 Items

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