The following pages link to Leone Corradi (Q191664):
Displaying 40 items.
- A plane strain formulation of the elastic-plastic constitutive law for hardening von Mises materials (Q675657) (← links)
- Variational formulations for the plane strain elastic-plastic problem for materials governed by the von Mises criterion (Q677050) (← links)
- On compatible finite element models for elastic plastic analysis (Q755377) (← links)
- Kinematic extremum theorems for holonomic plasticity (Q918777) (← links)
- Finite element limit analysis of anisotropic structures (Q996645) (← links)
- A displacement formulation for the finite element elastic-plastic problem (Q1054521) (← links)
- On stress computation in displacement finite element models (Q1059436) (← links)
- Estimates of the post-shakedown response of hardening structures by means of simplified computations (Q1115229) (← links)
- (Q1216979) (redirect page) (← links)
- Dynamic non-shakedown theorem for elastic perfectly-plastic continua (Q1216980) (← links)
- Dynamic shakedown theory allowing for second order geometric effects (Q1238672) (← links)
- On a stability condition for elastic plastic structures (Q1243157) (← links)
- A mixed finite element model for plane strain elastic-plastic analysis. I. Formulation and assessment of the overall behaviour. II: Application to the 4-node bilinear element (Q1371753) (← links)
- Extremum theorems for large displacement analysis of discrete elastoplastic structures with piecewise linear yield surfaces (Q1393975) (← links)
- Limit analysis of orthotropic plates. (Q1397254) (← links)
- Post-collapse analysis of plates and shells based on a rigid-plastic version of the TRIC element. (Q1420950) (← links)
- A triangular finite element for sequential limit analysis of shells (Q1764011) (← links)
- Upper bounds on dynamic deformations of elastoplastic continua (Q1844102) (← links)
- A 3D finite element with planar symmetry for limit analysis computations (Q2493843) (← links)
- POST-CRITICAL BEHAVIOR OF MODERATELY THICK AXISYMMETRIC SHELLS: A SEQUENTIAL LIMIT ANALYSIS APPROACH (Q3074832) (← links)
- Inadaptation theorems in the dynamics of elastic-work hardening structures (Q3214502) (← links)
- A refined finite element model for the analysis of elastic-plastic frames (Q3335133) (← links)
- Collapse of Thick Cylinders Under Radial Pressure and Axial Load (Q3444182) (← links)
- (Q3690359) (← links)
- Analisi rigido-plastica per elementi finiti (Q3840717) (← links)
- (Q3863181) (← links)
- An analysis procedure for plane strain contained plastic deformation problems (Q3898132) (← links)
- (Q3914557) (← links)
- (Q3919167) (← links)
- (Q4024170) (← links)
- (Q4026115) (← links)
- (Q4190230) (← links)
- (Q4191673) (← links)
- (Q4360576) (← links)
- (Q4814150) (← links)
- (Q4833793) (← links)
- (Q4833794) (← links)
- Limit analysis of orthotropic structures based on Hill's yield condition (Q5938421) (← links)
- Preface (to the special issue on the occasion of the 70th birthday of Professor Giulio Maier) (Q5955395) (← links)
- Limit analysis of anisotropic structures based on the kinematic theorem. (Q5961131) (← links)
