dr Henryk Stolarski


Doktorat
1979Zasada ekstremalna dla oceny przemieszczeń dynamicznie obciążonych konstrukcji sztywno-plastycznych 
promotor -- prof. dr hab. inż. Antoni Sawczuk, IPPT PAN
333 
Ostatnie publikacje
1.Stolarski H., Sawczuk A., On yield criteria for strongly deforming shells, BULLETIN OF THE POLISH ACADEMY OF SCIENCES: TECHNICAL SCIENCES, ISSN: 0239-7528, Vol.28, No.5-6, pp.189-195, 1980
2.Vu Van T., Stolarski H., Duże ugięcia obrotowo - symetrycznej powłoki uderzonej sztywnym obrotowym ciałem, Prace IPPT - IFTR Reports, ISSN: 2299-3657, No.19, pp.1-26, 1980
3.Stolarski H., Zasada ekstremalna dla oceny przemieszczeń dynamicznie obciążonych konstrukcji sztywno-plastycznych (Praca doktorska), Prace IPPT - IFTR Reports, ISSN: 2299-3657, No.22, pp.1-87, 1979
4.Stolarski H., Assessment of large displacement of a rigid-plastic shell withholding a localized impact, NUCLEAR ENGINEERING AND DESIGN, ISSN: 0029-5493, DOI: 10.1016/0029-5493(77)90075-9, Vol.41, No.3, pp.327-334, 1977

Streszczenie:

A method is derived allowing to assess large deflection of a rotationally-symmetric rigid-plastic shell impacted by a concentrated mass. Assuming a kinematically admissible mechanism of motion of the deforming portion of the shell the final shape of the shell and the time to rest are evaluated. The principle of virtual work is employed to derive the non-linear differential equation of motion of the impacting mass withheld by the shell. The maximum central deflection in terms of kinetic energy of the striking mass and of the dissipative properties of the shell is given. For a point impact an analytic solution is obtained. A numerical technique is used in the case of impact by a finite stamp and the central deflection of the shell is plotted in terms of velocity, mass and kinetic energy of the striking object.

Afiliacje autorów:

Stolarski H.-IPPT PAN