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高温循环应力作用下砂岩损伤的本构模型与断裂破坏

Constitutive Model and Fracture Failure of Sandstone Damage under High Temperature-Cyclic Stress.

作者信息

Luo Ji'an, He Jun

机构信息

School of Mechanics and Photoelectric Physics, Anhui University of Science and Technology, Huainan 232001, China.

School of Civil Engineering, Anhui University of Science and Technology, Huainan 232001, China.

出版信息

Materials (Basel). 2022 Jul 14;15(14):4903. doi: 10.3390/ma15144903.

Abstract

Deformation and damage characteristics of high-temperature rocks during underground coal gasification are the fundamental mechanical problems encountered in coal-bed gasification production. In order to study the characteristics of deformation and damage processes of rocks under the joint action of high temperature and high stress, a damage intrinsic model under the joint action of high temperature-cyclic loading is needed. In this paper, we used the damage mechanics theory to establish the damage instantiation model of rocks under the joint action of high temperature loads based on the Mohr-Coulomb strength criterion. It was found that the higher the temperature, the lower the strength of sandstone, the lower the peak stress, and the higher the peak strain, the peak stress decreased from 95.6 MPa at room temperature to 74.8 MPa at 400 °C to 49.5 MPa at 800 °C, and the peak strain increased from room temperature to 400 °C to 800 °C by 27.9% and 33.4%, respectively. With the increase in temperature, the internal microcracks of sandstone increased and expanded, which caused the degree of damage to intensify, and the macroscopic expression was the reduction in strength and stiffness of the sandstone. The rock went through four stages from loading to damage, including damage weakening, plastic deformation, strain softening, and residual deformation. The four types of fractures that led to the overall rupture of the rock were open fracture, secondary coplanar fracture, secondary inclined fracture, and oblique fracture. The damage intrinsic model constructed in this paper could better reflect the damage process of thermally damaged sandstone under the action of periodic loading, and had certain rationality. The damage intrinsic evolution curve, as well as the damage mechanism of sandstone under the action of macroscopic high temperature-loading, were discussed from the perspective of microscopic damage evolution, and the fracture extension pattern and penetration mechanism of the rock under different temperatures were analyzed. The research results provide an important reference for the design and engineering application of gasifiers in coal-bed underground gasification projects.

摘要

高温岩石在煤炭地下气化过程中的变形与损伤特性是煤层气气化生产中遇到的基本力学问题。为了研究岩石在高温与高应力联合作用下的变形和损伤过程特性,需要建立高温 - 循环加载联合作用下的损伤本构模型。本文基于损伤力学理论,依据莫尔 - 库仑强度准则,建立了高温荷载联合作用下岩石的损伤本构模型。研究发现,温度越高,砂岩强度越低,峰值应力越低,峰值应变越高,峰值应力从室温时的95.6MPa降至400℃时的74.8MPa,再降至800℃时的49.5MPa,峰值应变从室温到400℃、800℃分别增加了27.9%和33.4%。随着温度升高,砂岩内部微裂纹增多、扩展,致使损伤程度加剧,宏观表现为砂岩强度和刚度降低。岩石从加载到损伤经历了损伤弱化、塑性变形、应变软化和残余变形四个阶段。导致岩石整体破裂的四种裂缝类型为张开裂缝、次生共面裂缝、次生倾斜裂缝和斜裂缝。本文构建的损伤本构模型能较好地反映热损伤砂岩在周期荷载作用下的损伤过程,具有一定合理性。从细观损伤演化角度探讨了损伤本构演化曲线以及宏观高温 - 荷载作用下砂岩的损伤机理,分析了不同温度下岩石的裂缝扩展模式和贯通机制。研究成果为煤层地下气化工程中气化炉的设计与工程应用提供了重要参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ef25/9325023/e61c9e675fb6/materials-15-04903-g001.jpg

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