State of stress within a bending spherical shell and its implications for subducting lithosphère

Abstract

The state of stress within a bending spherical shell has some special features that are caused by sphericity. While most lithosphères are more like spherical shells than flat plates, our ideas of the state of stress have been dominated by flat-plate models. As a consequence, we might be missing some important aspects of the state of stress within subducting lithosphères. In order to examine this problem, we analyse spherical-shell bending problems from basic equations. We present two approaches to solve sphericalshell bending problems: one by the variational approach, which is suitable for globalscale problems, and the other by the asymptotic equation, which is valid to first order in h/R, where h is the thickness of the lithosphère and R is its curvature radius (i.e. under the assumption of small curvature). The form of the equation for displacement shows that wavelengths of deformation are determined by the spherical (elastic) effect and the gravitational buoyancy effect, for which only the latter effect is included in the usual flat-plate formulations. In the case of the Earth, the buoyancy force is dominant and, consequently, spherical effects are suppressed to a large extent; this explains why flat-plate models have been successful for Earth's lithospheric problems. On the other hand, the state of stress shows interesting spherical effects: while bending (fibre) stress along the subduction zone is always important, bending stress along the trench-strike direction can also be important, in particular when the subduction zone arc is small. Numerical results also indicate that compressive normal stress along the trench-strike direction is important when a subduction zone arc is large. These two stresses, the bending stress and the compressive normal stress, both along the trench-strike direction, may have important implications for intraplate earthquakes at subduction zones. © 1998 RAS.