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The new algorithm and software package have been developed. The new results of solving model problems out the limit of the elasticity during loading, unloading and repeated loadings have been specifiedAvailable from VNTIC / VNTIC - Scientific & Technical Information Centre of RussiaSIGLERURussian Federatio
The mechanism for bifurcation of elastic-plastic buckling of the semi-infinite cylindrical shell und...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
The stressed-deformed state of shell structures at the non-linear quasistatic deformation are invest...
In this work, the calculation algorithm of axisymmetric loaded shells of revolution with branching m...
Analysis of elastic-plastic shells of revolution under axisymmetric loading by finite element metho
The purpose of the work: the development of algorithms of the numerical solution of problems of not ...
The paper is concerned with elements of the sandwich shelltype structures manufactured of the compos...
The article describes an algorithm for calculating an axisymmetrically loaded shell structure with a...
The paper focuses on the method of calculation of evolution shells beyond the elastic limit. The con...
Statement of problems of plastic deformation of ideally plastic shallow shell of revolution with hin...
Available from VNTIC / VNTIC - Scientific & Technical Information Centre of RussiaSIGLERURussian Fed...
Subject of inquiry: cylindrical constructions with associated masses and with round partitions. The ...
The system of the resolving design equations has been obtained on base of the V.Z. Vlasov theory; th...
The mechanism for bifurcation of elastic-plastic buckling of the semi-infinite cylindrical shell und...
The finite axisymmetric deformation of a thin shell of revolution is treated in this analysis. The g...
The mechanism for bifurcation of elastic-plastic buckling of the semi-infinite cylindrical shell und...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
The stressed-deformed state of shell structures at the non-linear quasistatic deformation are invest...
In this work, the calculation algorithm of axisymmetric loaded shells of revolution with branching m...
Analysis of elastic-plastic shells of revolution under axisymmetric loading by finite element metho
The purpose of the work: the development of algorithms of the numerical solution of problems of not ...
The paper is concerned with elements of the sandwich shelltype structures manufactured of the compos...
The article describes an algorithm for calculating an axisymmetrically loaded shell structure with a...
The paper focuses on the method of calculation of evolution shells beyond the elastic limit. The con...
Statement of problems of plastic deformation of ideally plastic shallow shell of revolution with hin...
Available from VNTIC / VNTIC - Scientific & Technical Information Centre of RussiaSIGLERURussian Fed...
Subject of inquiry: cylindrical constructions with associated masses and with round partitions. The ...
The system of the resolving design equations has been obtained on base of the V.Z. Vlasov theory; th...
The mechanism for bifurcation of elastic-plastic buckling of the semi-infinite cylindrical shell und...
The finite axisymmetric deformation of a thin shell of revolution is treated in this analysis. The g...
The mechanism for bifurcation of elastic-plastic buckling of the semi-infinite cylindrical shell und...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
The stressed-deformed state of shell structures at the non-linear quasistatic deformation are invest...
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