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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.
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.
Scientific and creative heritage of Georgy Aleksandrovich Geniev
Pyatikrestovsky K.P., Fedorova N.V., Kolchunov V.I.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
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.
Comprehensive view on the ductility of basalt fiber reinforced concrete focus on lightweight expanded clay
Galishnikova V.V., Chiadighikaobi P.C., Emiri D.A.
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.
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