INTEGRATING A COMPLETE MECHANICS INTO THE STRUCTURAL GEOLOGY CURRICULUM
The continuum version of Newtons 3rd Law (stress at a point) is followed up with the continuum version of Newtons 2nd Law (the stress equilibrium equations). The role of stress in Newtons 3rd Law permits a clear understanding of traction boundary conditions. Armed with these conceptual tools, one may discuss continuous stress distributions or stress fields and these replace the commonly used regional stress. The arena for classroom discussions is concrete physical space rather than abstract stress space, as represented in Mohrs circle.
Infinitesimal strain plays a central role in the important topics of elastic deformation and the inception of brittle failure. However, strain is absent from the formulation and analysis of a process of rock deformation by flow, although an observed distribution of strain affords a key constraint on mechanical models. Both velocity and strain are essential parts of kinematics, and the origin of strain as an integral over the history of the velocity field, through the velocity gradient tensor, should be made clear. In the current teaching literature, strain is elevated to a causative principle an élan vital through the use of phrases such as the strain was partitioned, which evokes the image of a river separating into two distributaries of Trans and Pression; such a river does not exist.
The rate of deformation (not strain rate) plays the central role in constitutive relations for flow, such as that for the Newtonian viscous fluid. A complete mechanics, consisting of Newtons 3rd and 2nd laws, kinematics, and constitutive relations is used to model the evolution of low-amplitude folds in transpression or transtension. The causative agents of the folding process, as in laboratory-generated or natural fold arrays, may then be appreciated. The methodology is illustrated by discussing the formulation and analysis of the model and application of its results to natural folds.