The load carrying capacity and collapse scenarios for an infinite elastic-plastic plate
resting on a two-parameter elastic foundation uniformly loaded on a small circular
footprint are investigated in a general framework of stiffness and yield parameters.
The present work extends the study already presented for a specific value of the
Pasternak modulus and it allows the investigation of the influence of the stiffness
property of the underlying soil and the amplitude of the loaded region on the load
carrying capacity of the plate and the corresponding collapse mechanism. Moreover,
the present analysis allows for the evaluation of the transverse deflection, slope, radial
and circumferential bending moments, shearing force within the plate and the
reactive pressure of the elastic subgrade at the onset of the plastic collapse together
with their dependence on the foundation moduli. The effect of the ratio between
negative and positive yield moments is also investigated. The amplitude and
assembly of plastic regions at the onset of the plastic collapse are discussed in some
detail.
DET — Dipartimento di Economia e
Tecnologia
Università degli Studi della Repubblica di San Marino
Salita alla Rocca 44
47890 San Marino città
San Marino and DIEF — Dipartimento di Ingegneria “Enzo
Ferrari”
Università di Modena e Reggio Emilia
Via Vignolese 905
I-41125 Modena
Italy