The following pages link to Patrizia Trovalusci (Q364779):
Displaying 34 items.
- Voigt and Poincaré's mechanistic-energetic approaches to linear elasticity and suggestions for multiscale modelling (Q364780) (← links)
- Cosserat and Cauchy materials as continuum models of brick masonry (Q676956) (← links)
- From classical to Voigt's molecular models in elasticity (Q711449) (← links)
- (Q1303017) (redirect page) (← links)
- Material symmetries of micropolar continua equivalent to lattices (Q1303018) (← links)
- Strain rates of micropolar continua equivalent to discrete systems (Q1390141) (← links)
- Non-linear micropolar and classical continua for anisotropic discontinuous materials. (Q1412780) (← links)
- Masonry as structured continuum (Q1910686) (← links)
- `Explicit' and `implicit' non-local continuum descriptions: plate with circular hole (Q1982952) (← links)
- Fast statistical homogenization procedure (FSHP) for particle random composites using virtual element method (Q1999566) (← links)
- Computational optimization for structural engineering applications (Q2025701) (← links)
- Optimal sensors placement in dynamic damage detection of beams using a statistical approach (Q2025707) (← links)
- Genesis of the multiscale approach for materials with microstructure (Q2267937) (← links)
- Block masonry as equivalent micropolar continua: the role of relative rotations (Q2392355) (← links)
- Derivation of microstructured continua from lattice systems via principle of virtual works: the case of masonry-like materials as micropolar, second gradient and classical continua (Q2435340) (← links)
- A multifield model for blocky materials based on multiscale description (Q2568046) (← links)
- Some Novel Numerical Applications of Cosserat Continua (Q4962551) (← links)
- (Q5716282) (← links)
- New insights on homogenization for hexagonal-shaped composites as Cosserat continua (Q6113588) (← links)
- Fracture properties of green nano fibrous network with random and aligned fiber distribution: a hierarchical molecular dynamics and peridynamics approach (Q6610476) (← links)
- A coupled virtual element-interface model for analysis of fracture propagation in polycrystalline composites (Q6643546) (← links)
- On quasi-brittle static fracture analysis of micropolar plates via XFEM model (Q6663505) (← links)
- An energy-based fracture criterion for quasi-brittle crack propagation in micropolar continuum: analytical and numerical study (Q6663510) (← links)
- Data from the parametric analysis of masonry panels with limit analysis (Q6708101) (← links)
- Data from the parametric analysis of masonry pointed arches with limit analysis subjected to vertical self-weight plus a proportional horizontal live load (Q6708103) (← links)
- Data from the parametric analysis of masonry pointed arches with limit analysis subjected to vertical self-weight plus a vertical concentrated live load (Q6708105) (← links)
- Data from the parametric analysis of masonry buttressed arches with limit analysis subjected to vertical self-weight plus a proportional concentrated vertical live load applied at quarter-span (Q6708112) (← links)
- Data from the parametric analysis of masonry buttressed arches with limit analysis subjected to vertical self-weight plus a proportional concentrated vertical live load applied at mid-span (Q6708113) (← links)
- Data from the parametric analysis of masonry buttressed arches with limit analysis subjected to vertical self-weight plus a proportional horizontal live load (Q6708114) (← links)
- Data from the parametric analysis of multi-ring masonry arches using a limit analysis approach for the span of 3m (Q6708117) (← links)
- Data from the parametric analysis of multi-ring masonry arches using a limit analysis approach for the span of 5m (Q6708118) (← links)
- Data from the parametric analysis of multi-ring masonry arches using a limit analysis approach for the span of 7m (Q6708119) (← links)
- Data from the limit analysis of masonry piers with random internal texture (Q6708120) (← links)
- Data from the validation of experimental small scale tilting table results with the in-house ALMA limit analysis code for the case of piers and arches over piers (Q6708121) (← links)
