journal article·2000-01

Three-Dimensional Micromechanical Model for Quasi-Brittle Solids with Residual Strains under Tension

Xi-Qiao Feng, Dietmar Gross

Publisher page

Abstract

Presented in this paper is a three-dimensional micromechanical model that enables the simulation of microcrack-weakened quasi-brittle materials with permanent residual strains subjected to tension. The microcracking damage of such a material is described by the concept of domain of microcrack growth. It is thought that the occurrence of residual strains is attributable to two reasons, namely, the release of microscopic residual stresses due to microcracking and the microscopic plastic deformation along microcrack front edges. By introducing the analytical results of the two physical mechanisms into the constitutive relation, a micromechanical damage model is established to describe the effective response of microcrack-weakened quasi-brittle materials such as ceramics and concrete under complex loading/unloading paths. The response of such a material is divided into four stages, namely, the stages of linear elasticity, pre-peak nonlinearity, post-peak stress drop, and strain softening before macroscopic fracture.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · High-Velocity Impact and Material Behavior · Numerical methods in engineering

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Engineering Mechanics, Tsinghua University, Beijing 100084, P. R. China,

Technical University of Darmstadt, Institute of Mechanics, Hochschulstrasse I, D-64289 Darmstadt, Germany

References (24)

Show source-provided references
1. Basista, M. · Arch. Mech. · 1985 · 37 · 587
2. 10.1016/S0020-7683(97)00031-010.1016/S0020-7683(97)00031-0 ↗
3. 10.1007/BF0117465610.1007/BF01174656 ↗
4. Broek, D. · 1996
5. 10.1016/0020-7683(94)00305-G10.1016/0020-7683(94)00305-G ↗
6. 10.1007/978-94-009-3559-4_1710.1007/978-94-009-3559-4_17 ↗
7. 10.1016/0001-6160(87)90108-810.1016/0001-6160(87)90108-8 ↗
8. 10.1061/(ASCE)0733-9399(1991)117:7(1495)10.1061/(ASCE)0733-9399(1991)117:7(1495) ↗
9. 10.1115/1.311976110.1115/1.3119761 ↗
10. 10.1016/S0065-2156(08)70176-510.1016/S0065-2156(08)70176-5 ↗
11. Kanninen, M. F. · 1985
12. 10.1016/0167-6636(89)90011-210.1016/0167-6636(89)90011-2 ↗
13. Krajcinovic, D. · 1997
14. 10.1016/S0013-7944(97)00008-810.1016/S0013-7944(97)00008-8 ↗
15. 10.1016/0013-7944(86)90024-X10.1016/0013-7944(86)90024-X ↗
16. 10.1177/10567895970060010610.1177/105678959700600106 ↗
17. 10.1016/S0022-5096(97)00036-710.1016/S0022-5096(97)00036-7 ↗
18. Najar, J. · 1989 · 150
19. 10.1177/10567895940030030210.1177/105678959400300302 ↗
20. Nemat-Nasser, S. · 1993
21. Sneddon, I. N. · 1951
22. 10.1016/0167-6636(87)90021-410.1016/0167-6636(87)90021-4 ↗
23. Terrien, M. · Bull. De Liaiso Des Ponts Et Chaussees · 1980 · 105 · 65
24. 10.1016/0167-6636(94)00046-J10.1016/0167-6636(94)00046-J ↗