摘要
本文从微结构理论出发,用相对变形描述微结构之间的微空隙和微裂纹引起的材料损伤的影响,得到用损伤张量描述的各向异性损伤的微结构连续损伤力学理论。该微结构损伤模型可化简为目前公认的几种主要损伤模型:如J.P. Cordebojs和F. Sidoroff的弹性各向异性损伤模型,D. Krajcino-vic和G.U.Fonseka的脆性材料平面裂纹损伤模型,J. Lemaitre的各向同性损伤理论及Kachanov的以面积减少为变量的损伤模型等。作者运用这一理论对混凝土材料的单向拉、压基本受载情形进行了数值分析,并与D. Krajcinovic的损伤模型计算结果及实验结果作了比较,所得结果与实验值比较吻合,特别是在失稳后阶段给出了较好描述,初步表明了本理论的有效性和实用性。
In this paper, the microstructural continuous damage theory describing an
anisotropic damage field is formulated. With various simplifications, this
damage model can be reduced to a few majar models well known at present,
such as the elastic anisotropic damage tensor model presented by J.P. Cordebois
and F. Sidoroff; the planar micro-cracks damage vector model for brittle
matterials by D. Krajcinovic; the isotropic damage scalar model by J. Lemaitre,
and the unidimensional damage model by L. M. Kachanov. By means of a
tentative test for the present theory, the author uses it for the analysis of the
concrete specimen under uni-axial tension and compression, as examplified by
D. Krajcinovic. The numerical results obtained show good agreement with the
experimental values.
出处
《国防科技大学学报》
EI
CAS
CSCD
北大核心
1989年第3期71-83,共13页
Journal of National University of Defense Technology
关键词
微结构
损伤
相对变形
损伤力学
microstructure damage
relative deformation, damage mechanics
