岩梁弯曲流变特性的试验研究
|
摘要
岩石较少有直接拉伸破坏,在巷道和采场顶板中,弯曲变形是重要的变形模式。采用一次加载和分级加载两种加载方式对岩梁的弯曲流变破坏进行了试验研究,对岩梁的弯曲流变特性进行了分析,重点分析了流变条件下岩梁弯曲中性面位置的变化规律。结果表明:岩梁的顶底两侧均存在流变,虽然其大致规律相似,但存在明显的差异。岩梁底面为高应力区的拉伸流变,顶面为低应力区的压密阶段的流变。岩梁的弯曲中性面位置在流变过程中随时间而变化,并最终趋于稳定,但在不同的加载方式中性面的稳定位置差别较大。对弯曲流变与单轴压缩流变进行的比较表明,岩石单轴压缩流变的横向极限拉应变和弯曲拉伸流变的极限拉应变基本一致。
The bending deformation was a kind of important deformation mode in the tunnels and roofs of coal mines because direct tensile failure of rock seldom happened.The bending tests on rock beams were usually achieved by the way of three-point or four-point bending.The rheological bending failure of rock beams under of single loading and stepwise loading was studied,then the characteristics of the rheological bending of rock beams were analyzed,and the variation of neutral surface of rock beams under the rheological conditions as analyzed.It was shown that there were significantly different rheological deformations on top and bottom of rock beams with broadly similar regulation.The bottoms of rock beams were in the high-stress tensile rheological zone,but the tops of rock beams were in the low-stress compressive rheological zone.The position of neutral surface of rock beam varied with time in the course of rheological deformation,and the variation was stabilized at last,but the stable location of neutral surface was different greatly in different loading ways.With the comparison of rheological bending and uniaxial compression,the horizontal limit tensile strain of rock under uniaxial compression was basically the same as the limit tensile strain of rheological bending.
The bending deformation was a kind of important deformation mode in the tunnels and roofs of coal mines because direct tensile failure of rock seldom happened.The bending tests on rock beams were usually achieved by the way of three-point or four-point bending.The rheological bending failure of rock beams under of single loading and stepwise loading was studied,then the characteristics of the rheological bending of rock beams were analyzed,and the variation of neutral surface of rock beams under the rheological conditions as analyzed.It was shown that there were significantly different rheological deformations on top and bottom of rock beams with broadly similar regulation.The bottoms of rock beams were in the high-stress tensile rheological zone,but the tops of rock beams were in the low-stress compressive rheological zone.The position of neutral surface of rock beam varied with time in the course of rheological deformation,and the variation was stabilized at last,but the stable location of neutral surface was different greatly in different loading ways.With the comparison of rheological bending and uniaxial compression,the horizontal limit tensile strain of rock under uniaxial compression was basically the same as the limit tensile strain of rheological bending.
引文
[1]金丰年.岩石拉压特征的相似性[J].岩土工程学报,1998,20(2):31–33.(JIN Feng-nian.Comparison of tensile and compressive behaviors of rock[J].Chinese Journal of Geotechnical Engineering,1998,20(2):31–33.(in Chinese))
[2]高延法.岩石真三轴压力试验与岩体损伤力学[M].北京:地震出版社,1999.(GAO Yan-fa.True triaxial compression testing of rock and damage mechanics[M].Beijing:Seismic Publishing House,1999.(in Chinese))
[3]金丰年,钱七虎.岩石的单轴拉伸及其本构模型[J].岩土工程学报,1998,20(6):5–8.(JIN Feng-nian,QIAN Qi-hu.Uniaxial tension and mechanical model of rock[J].Chinese Journal of Geotechnical Engineering,1998,20(6):5–8.(in Chinese))
[4]张晓春.中厚软岩板静载弯曲时中面特性的时间相关分析[J].岩石力学与工程学报,2004,23(9):1424–1427.(ZHANG Xiao-chun.Time-dependency of neutral surface feature of mid-thick soft rock plate under static load bending[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(9):1424–1427.(in Chinese))
[5]黄先伍,茅献,李天珍.基于Burger's模型的岩层弯曲变形分析[J].采矿与安全工程学报,2006,23(2):146–150.(HUANG Xian-wu,MAO Xian-biao,LI Tian-zhen.Analysis on bending deformation of strata based on Burger's model[J].Journal of Mining&Safety Engineering,2006,23(2):146–150.(in Chinese))
[6]巫德斌,徐卫亚,朱珍德,等.泥板岩流变试验与黏弹性本构模型研究[J].岩石力学与工程学报,2004,23(8):1242–1246.(WU De-bin,XU Wei-ya,ZHU Zhen-dei,et al.study on rheological test and viscoelastical constitutive model for shale[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1242–1246.(in Chinese))
[7]范庆忠,高延法.分级加载条件下岩石流变特性的试验研究[J].岩土工程学报,2005,27(11):1273–1276.(FAN Qing-zhong,GAO Yan-fa.Experimental study on creep properties of rocks under stepwise loading[J].Chinese Journal of Geotechnical Engineering,2005,27(11):1273–1276.(in Chinese))
[8]崔希海,付志亮.岩石流变特性及长期强度的试验研究[J].岩石力学与工程学报,2006,25(5):1022–1024.(CUI Xi-hai,FU Zhi-liang.Experimental study on rheology properties and long-term strength of rocks[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(5):1022–1024.(in Chinese))
[2]高延法.岩石真三轴压力试验与岩体损伤力学[M].北京:地震出版社,1999.(GAO Yan-fa.True triaxial compression testing of rock and damage mechanics[M].Beijing:Seismic Publishing House,1999.(in Chinese))
[3]金丰年,钱七虎.岩石的单轴拉伸及其本构模型[J].岩土工程学报,1998,20(6):5–8.(JIN Feng-nian,QIAN Qi-hu.Uniaxial tension and mechanical model of rock[J].Chinese Journal of Geotechnical Engineering,1998,20(6):5–8.(in Chinese))
[4]张晓春.中厚软岩板静载弯曲时中面特性的时间相关分析[J].岩石力学与工程学报,2004,23(9):1424–1427.(ZHANG Xiao-chun.Time-dependency of neutral surface feature of mid-thick soft rock plate under static load bending[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(9):1424–1427.(in Chinese))
[5]黄先伍,茅献,李天珍.基于Burger's模型的岩层弯曲变形分析[J].采矿与安全工程学报,2006,23(2):146–150.(HUANG Xian-wu,MAO Xian-biao,LI Tian-zhen.Analysis on bending deformation of strata based on Burger's model[J].Journal of Mining&Safety Engineering,2006,23(2):146–150.(in Chinese))
[6]巫德斌,徐卫亚,朱珍德,等.泥板岩流变试验与黏弹性本构模型研究[J].岩石力学与工程学报,2004,23(8):1242–1246.(WU De-bin,XU Wei-ya,ZHU Zhen-dei,et al.study on rheological test and viscoelastical constitutive model for shale[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1242–1246.(in Chinese))
[7]范庆忠,高延法.分级加载条件下岩石流变特性的试验研究[J].岩土工程学报,2005,27(11):1273–1276.(FAN Qing-zhong,GAO Yan-fa.Experimental study on creep properties of rocks under stepwise loading[J].Chinese Journal of Geotechnical Engineering,2005,27(11):1273–1276.(in Chinese))
[8]崔希海,付志亮.岩石流变特性及长期强度的试验研究[J].岩石力学与工程学报,2006,25(5):1022–1024.(CUI Xi-hai,FU Zhi-liang.Experimental study on rheology properties and long-term strength of rocks[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(5):1022–1024.(in Chinese))
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心