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ANALYSIS OF INHOMOGENEOUS FINITE STRAIN FIELDS IN THE EARTH'S CRUST

ANALYSIS OF INHOMOGENEOUS FINITE STRAIN FIELDS IN THE EARTH'S CRUST
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摘要 This paper proposes the approximate methods of calculation for research on inhomogeneous finite strain fields in geologic bodies by means of the 'Principal Axis' theory of continuum mechanics. The methods are to obtain the principal strain orientations at finite points in the earth's crust based on the information and data provided by the actual strain measurements of deformation marked objects in the field, or by the research on crystalline fabrics in rocks, and then to obtain two sets of smooth orthogonal principal strain trajectories through mathematical treatments. A network composed of two sets of orthogonal curves shows the deformation character of the rock, and correspondent strain components satisfy compatibility conditions. The curvatures of curves are used to describe the compatibility conditions in this paper. An analytic solution of a strain field is obtained when the two sets of lines can be simulated by analytic function; the magnitudes of principal strains at every point may be obtained by means of the discrete method when the simulation by analytic functions fails. This paper proposes the approximate methods of calculation for research on inhomogeneous finite strain fields in geologic bodies by means of the "Principal Axis" theory of continuum mechanics. The methods are to obtain the principal strain orientations at finite points in the earth’s crust based on the information and data provided by the actual strain measurements of deformation marked objects in the field, or by the research on crystalline fabrics in rocks, and then to obtain two sets of smooth orthogonal principal strain trajectories through mathematical treatments. A network composed of two sets of orthogonal curves shows the deformation character of the rock, and correspondent strain components satisfy compatibility conditions. The curvatures of curves are used to describe the compatibility conditions in this paper. An analytic solution of a strain field is obtained when the two sets of lines can be simulated by analytic function; the magnitudes of principal strains at every point may be obtained
作者 韩玉英
机构地区 Geomechanics Section
出处 《Science China Chemistry》 SCIE EI CAS 1990年第10期1218-1229,共12页 中国科学(化学英文版)
基金 Project supported by the National Natural Science Foundation of China.
关键词 INHOMOGENEOUS FINITE STRAIN compatibility equation principal STRAIN trajectories base network DISCRETE method inhomogeneous finite strain compatibility equation principal strain trajectories base network discrete method
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