The solution of the elastostatic problem of an orthotropic body having a central inclined crack and subjected at infinity to a uniform biaxial load has been employed. It is assumed that the crack line does not coincide with an axis of elastic symmetry of the body. The stress filed is reported. The topic of the present paper is the extension of the maximum Circumferential Tensile Stress Criterion to orthotropic materials, in order to obtain the crack initiation angle, pointing out the effects of orthotropy and load biaxiality. The influence of the non singular terms on the crack initiation angle is also investigated.

Fracture Response of cracked orthotropic plates / C. Carloni; L. Nobile. - STAMPA. - (2004), pp. 269-274. (Intervento presentato al convegno XVII Convegno Nazionale del Gruppo Italiano Frattura tenutosi a Bologna nel 16-18 Giugno 2004).

Fracture Response of cracked orthotropic plates

CARLONI, CHRISTIAN;NOBILE, LUCIO
2004

Abstract

The solution of the elastostatic problem of an orthotropic body having a central inclined crack and subjected at infinity to a uniform biaxial load has been employed. It is assumed that the crack line does not coincide with an axis of elastic symmetry of the body. The stress filed is reported. The topic of the present paper is the extension of the maximum Circumferential Tensile Stress Criterion to orthotropic materials, in order to obtain the crack initiation angle, pointing out the effects of orthotropy and load biaxiality. The influence of the non singular terms on the crack initiation angle is also investigated.
2004
IGF 17: proceedings of the 17th National Conference of Italian Group of Fracture
269
274
Fracture Response of cracked orthotropic plates / C. Carloni; L. Nobile. - STAMPA. - (2004), pp. 269-274. (Intervento presentato al convegno XVII Convegno Nazionale del Gruppo Italiano Frattura tenutosi a Bologna nel 16-18 Giugno 2004).
C. Carloni; L. Nobile
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/10435
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