首页|不同pH值水溶液浸润煤样强度-分形模型与抗拉试验解析

不同pH值水溶液浸润煤样强度-分形模型与抗拉试验解析

扫码查看
不同pH值水溶液浸润煤体受应力集中扰动后强度、变形与裂隙发展复杂.文中分析了不同pH值水溶液浸润煤样裂隙扩展特征,建立了基于破坏应力比浸润煤样分形维数求解模型与分形维数-抗拉强度回归方程,分析了不同pH值水溶液浸润煤样循环加载不同应力比下应力-应变特征与梯度加载破裂失稳机制,对比了分形维数-抗拉强度理论模型、线性回归与二值处理吻合性,预测了浸润煤样破坏瞬间分形维数.结果表明:分形维数可以刻画浸润煤样力学行为,建立了基于尺度比、应力比的抗拉煤(岩)样表面分形维数求解方程,推导出了分形维数-抗拉强度回归模型;无浸润煤样循环加载均值抗拉强度、峰值应变相比单轴无循环分别提升了 1.13与1.36倍,不同pH值水溶液浸润煤样加载循环次数(抗拉强度)由多(高)到少(低)表现为pH=7>pH=11>pH=3;应力水平梯度越多,同级应力水平梯级应变增量越小,无浸润煤样抗拉强度是pH=7、pH=11与pH=3水溶液浸润煤样的1.26,1.32与1.85倍,抗拉强度与峰值应变特征均表现为无浸润、中性、碱性、酸性依次减小;煤样破坏形态表现为单一主控面拉伸劈裂失稳、多面无序拉剪失稳与近"X"型(或单斜)主控面斜剪失稳;理论计算、线性回归、二值处理的分形维数-抗拉强度曲线均呈微凹型且较为吻合,相关性均值达到了 0.975 8,0.958 0,0.992 0,浸润煤样破坏瞬间分形维数预测理想.
Tensile test analysis and strength-fractal model on different pH water infiltrate coal specimens
The strength,deformation and fracture propagation of coal specimens subjected to different pH infiltration tend to complex under stress concentration disturbance.The crack propagation characteristics of different pH water infiltrate coal specimens were analyzed,the solution model of fractal dimension and regression equation of fractal dimension-tensile strength on infiltrate coal specimens was established according to the failure stress ratio.The stress-strain characteristics of different pH water infiltrate coal specimens and the failure insta-bility mechanism were analyzed under cyclic-loading different stress ratio,and the coincidence of the theoretical model,linear regression and binary treatment of fractal dimensional-tensile strength were compared,and the fractal dimension of failure moment was predicted.The re-sults show that fractal dimension can characterize the mechanical behavior.The fractal dimen-sion equation of tensile specimen surface is established on the basis of scale ratio and stress ra-tio,and the simplified regression model of fractal dimensional-tensile strength,is derived.The average anhydrous tensile strength and peak strain increase 1.13 and 1.36 times as much as u-niaxial non-cyclic,respectively.The times of loading cycles(tensile strength)on different pH water infiltrate coal specimens varying from more(high)to less(low)as pH=7>pH=11>pH=3.The more the stress horizontal gradient,the smaller the strain increment,the anhy-drous tensile strength is 1.26,1.32 and 1.85 times of the pH water infiltrate ones in pH=7,pH=11 and pH=3,respectively.The tensile strength and peak strain characteristics are re-duced accordance to anhydrous-neutral-alkaline-acid in order.The failure modes of the specimen are as follows:Tensile splitting instability of single main control surface,multifacet-ed disordered tension-shear instability and inclined shear instability near"X"type(or mono-cline)main control surface.The three curves of fractal dimensional-tensile strength obtained by theoretical calculation,linear regression and binary treatment show slightly concave shape and more consistent,and the correlation reach to 0.975 8,0.958 0 and 0.992 0,respectively,which verifies the predicting fractal dimension at the failure moment of water-coal specimen is reasonable.

water infiltrate coal specimensstress ratiofractal modelregression equationcyclic loadingstrength characteristicsfailure mode

辛亚军、杨俊鹏、褚尉荃、张东营、高忠国、任金武、董红娟

展开 >

河南理工大学能源科学与工程学院,河南焦作 454000

煤炭安全生产与清洁高效利用省部共建协同创新中心,河南焦作 454000

河南理工大学资源环境学院,河南焦作 454000

黔西金坡煤业有限公司,贵州毕节 551700

河南能源集团永华能源有限公司,河南洛阳 471000

内蒙古科技大学矿业研究院,内蒙古包头 014010

展开 >

浸润煤样 应力比 分形模型 回归方程 循环加载 强度特征 破坏模式

国家自然科学基金项目国家自然科学基金项目河南省重点研发与推广专项(科技攻关)项目

5137409151674101232102321132

2024

中国矿业大学学报
中国矿业大学

中国矿业大学学报

CSTPCD北大核心
影响因子:1.83
ISSN:1000-1964
年,卷(期):2024.53(1)
  • 31