恒阻大变形锚杆冲击拉伸实验及其有限元分析

doi:10.13722/j.cnki.jrme.2015.0871

Abstract
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[1] 何满潮，钱七虎. 深部岩体力学基础[M]. 北京：科学出版社，2010：219–222.(HE Manchao，QIAN Qihu. The basis of deep rock mechanics[M]. Beijing：Science Press，2010：219–222.(in Chinese)) [2] 何满潮，谢和平，彭苏萍，等. 深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803–2 813.(HE Manchao，XIE Heping，PENG Suping，et al. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803–2 813.(in Chinese)) [3] 姜耀东，潘一山，姜福兴，等. 我国煤炭开采中的冲击地压机理和防治[J]. 煤炭学报，2014，39(2)：205–213.(JIANG Yaodong，PAN Yishan，JIANG Fuxing，et al. State of the art review on mechanism and prevention of coal bumps in China[J]. Journal of China Coal Society，2014，39(2)：205–213.(in Chinese)) [4] 晏玉书. 我国煤矿软岩巷道围岩控制技术现状及发展趋势[C]// 何满潮编. 中国煤矿软岩巷道支护理论与实践. 北京：中国矿业大学出版社，1996：1–17.(YAN Yushu. Current condition on the control technique of surroundings in soft rock and its developing trend in the coal industry in China[C]// HE Manchao ed. The Theory and Practices of Soft Rock Roadway Support in China. Beijing：China University of Mining and Technology Press，1996：1–17.(in Chinese)) [5] 齐庆新，窦林名. 冲击地压理论与技术[M]. 北京：中国矿业大学出版社，2008：32–38.(QI Qingxin，DOU Linming. Theory and technology of rockburst[M]. Beijing：China University of Mining and Technology Press，2008：32–38.(in Chinese)) [6] 姜耀东，赵毅鑫，刘文岗，等. 煤岩冲击失稳的机理和实验研究[M]. 北京：科学出版社，2009：20–80.(JIANGYaodong，ZHAO Yixin，LIU Wengang，et al. Rock and coal burst failure mechanism and experimental study[M]. Beijing：Science Press，2009：20–80.(in Chinese)) [7] 康红普，姜鹏飞，蔡嘉芳. 锚杆支护应力场测试与分析[J]. 煤炭学报，2014，39(8)：1 521–1 529.(KANG Hongpu，JIANG Pengfei，CAI Jiafang. Test and analysis on stress fields caused by rock bolting[J]. Journal of China Coal Society，2014，39(8)：1 521–1 529. (in Chinese)) [8] 钱七虎. 非线性岩石力学的新进展——深部岩体力学的若干问题[C]// 第八次全国岩石力学与工程学术大会论文集. 北京：科学出版社，2004：10–17.(QIAN Qihu. The current development of nonlinear rock mechanics：themechanics problems of deep rock mass[C]// Proceedings of the 8th Rock Mechanics and Engineering Conference. Beijing：Science Press，2004：10–17.(in Chinese)) [9] 兰航，齐庆新，潘俊峰，等. 我国煤矿冲击地压特点及防治技术研究[J]. 煤炭科学技术，2011，39(1)：11–15.(LAN Hang，QI Qingxin，PAN Junfeng，et al. Study status and prospects of mine pressure bumping control technology in China[J]. Coal Science and Technology，2011，39(1)：11–15.(in Chinese)) [10] 何蕴增，邹广平，潘信吉，等. 扭转冷作硬化的试验研究及分析[J]. 实验力学，1994，9(3)：262–269.(HE Yunzeng，ZOU Guangping，PAN Xinji，et al. Experiment study and analyses on torsion cold-work hardening[J]. Journal of Experiment Mechanics，1994，9(3)：262–269.(in Chinese)) [11] LOVEA E H. A treatise on the mathematical theory of elasticity[M]. 4th ed. New York：Cambridge University Press，1944：90–107. [12] HU H，WANG Z Y，LIU S. Development of auxetic fabrics using flat knitting technology[J]. Textile Research Journal，2011，81(14)：1 493–1 502. [13] SALIT V，WELLER T. On the feasibility of introducing auxetic behavior into thin-walled structures[J]. Acta Materialia，2009，57(1)：125–135. [14] MARIE L. Advances in negative poisson?s ratio materials[J]. Advanced Materials，1993，(5)：393–296. [15] HORRIGAN E J，SMITH C W，SCARPA F L，et al. Simulated optimization of disordered structures with negative Poisson?s ratios[J]. Mechanics of Materials，2009，41(8)：919–927. [16] GRIMA J N，GATT R，RAVIRALS N，et al. Negative Poisson?s ratios in cellular foam material[J]. Materials Science and Engineering，2006，423(1/2)：214–218. [17] 张伟，侯文彬，胡平. 新型负泊松比多孔吸能盒平台区力学性能[J]. 复合材料学报，2015，32(2)：534–540.(ZHANG Wei，HOU Wenbin，HU Ping. Mechanical properties of new negative Possion?s ratio crush box with cellular structure in plateau stage[J]. Acta Materiae Compositae Sinica，2015，32(2)：534–540.(in Chinese)) [18] 阳霞，杨明波，李忠明，等. 具有负泊松比效应的聚烯烃共混物[J].高分子学报，2003，(4)：221–224.(YANG Xia，YANG Mingbo，LI Zhongming，et al. The negative possion?s ratio effect of polyolefin blends[J]. Acta Pplymerica Sinica，2003，(4)：221–224.(in Chinese)) [19] 史炜，杨伟，李忠明，等. 负泊松比材料研究进展[J]. 高分子通报，2003，(12)：48–57.(SHI Wei，YANG Wei，LI Zhongming，et al. Advances in negative Poisson?s ratio materials[J]. Polymer Bulletin，2003，(12)：48–57.(in Chinese)) [20] 杨呜波，阳霞，李忠明，等. 负泊松比材料的结构与性能[J]. 高分子材料科学与工程，2001，11(17)：15–19.(YANG Wubo，YANG Xia，LI Zhongming，et al. Structure and properties of negative Poisson?s ratio materials[J]. Polymer Materials Science and Engineering，2001，11(17)：15–19.(in Chinese)) [21] 杨智春，邓庆田. 负泊松比材料与结构的力学性能研究及应用[J]. 力学进展，2011，41(5)：335–350.(YANG Zhichun，DENG Qingtian. Research and application of mechanical properties of negative Poisson?s ratio materials and structures[J]. Advances in Mechanics，2011，41(5)：335–350.(in Chinese)) [22] 卢子兴，刘强，杨振宇. 拉胀泡沫材料力学性能[J].宇航材料工艺，2003，(1)：7–13.(LU Zixing，LIU Qiang，YANG Zhenyu. Mechanical properties of auxetic foam[J]. Journal of Aerospace Materials Technology，2003，(1)：7–13.(in Chinese)) [23] 何满潮，郭志飚. 恒阻大变形锚杆力学特性及其工程应用[J]. 岩石力学与工程学报，2014，33(7)：1 297–1 308.(HE Manchao，GUO Zhibiao. Mechanical property and engineering application of anchor bolt with constant resistance and large deformation[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(7)：1 297–1 308.(in Chinese)) [24] 杨晓杰，庞杰文，张保童，等. 回风石门软岩巷道变形破坏机理及其支护对策[J]. 煤炭学报，2014，39(6)：1 000–1 008.(YANG Xiaojie，PANG Jiewen，ZHANG Baotong，et al. Deformation and failure mechanism and support measures of the soft rock roadway in the air return laneway[J]. Journal of China Coal Society，2014，39(6)：1 000–1 008.(in Chinese)) [25] 李剑锋，赵建华. 极软岩巷恒阻大变形锚杆耦合支护技术研究[J]. 煤炭工程，2012，(7)：27–29.(LI Jianfeng，ZHAO Jianhua. Study on coupling support technology of constant resistance and large deformation bolt in extremely soft rock roadway[J]. Coal Engineering，2012，(7)：27–29.(in Chinese)) [26] 何满潮，王炯，孙晓明，等. 负泊松比效应锚索的力学特性及其在冲击地压防治中的应用研究[J]. 煤炭学报，2014，39(2)：214–221.(HE Manchao，WANG Jiong，SUN Xiaoming，et al. Mechanics characteristics and applications of prevention and control rock bursts of the negative Passion?s ratio effect anchor[J]. Journal of China Coal Society，2014，39(2)：214–221.(in Chinese)) [27] 郭志飚，李乾，王炯. 深部软岩巷道锚网索–桁架耦合支护技术及其工程应用[J]. 岩石力学与工程学报，2009，28(2)：3 914– 3 919.(GUO Zhibiao，LI Qian，WANG Jiong. Coupled bolt-mesh- anchor-truss supporting technology and its engineering application to deep soft rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(2)：3 914–3 919.(in Chinese)) [28] 孙晓明，王冬，王聪，等. 恒阻大变形锚杆拉伸力学性能及其应用研究[J]. 岩石力学与工程学报，2014，33(9)：1 765–1 771. (SUN Xiaoming，WANG Dong，WANG Cong，et al. Tensile properties and application of constant resistance and large deformation bolts[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(9)： 1 765–1 771.(in Chinese)) [29] HE M C，GONG W L，WANG J，et al. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance[J]. International Journal of Rock Mechanics and Mining Sciences，2014，67(1)：29–42. [30] 陈忠辉，谢和平，王家臣. 综放开采顶煤三维变形、破坏的数值分析[J]. 岩石力学与工程学报，2002，21(3)：309–313.(CHEN Zhonghui，XIE Heping，WANG Jiachen. Numerical simulation on three dimensional deformation and failure of top coal caving[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(3)：309–313.(in Chinese)) [31] 姬王鹏，刘长友，郭卫彬，等. 特厚煤层大巷保护煤柱宽度数值模拟研究[J]. 煤矿开采，2010，(5)：31–34.(JI Wangpeng，LIU Changyou，GUO Weibin，et al. Numerical simulation of coal pillar width for proteching main roadway in extremely thick coal seam[J]. Coal Mining Technology，2010，(5)：31–34.(in Chinese)) [32] 石建军，马念杰，邹德文. 金属粗尾锚杆有限元模拟[J]. 煤炭学报，2005，30(2)：187–190.(SHI Jianjun，MA Nianjie，ZOU Dewen. Finite element analysis of strong steel big-end bolt[J]. Journal of China Coal Society，2005，30(2)：187–190.(in Chinese)) [33] 赵俊生，马朝臣，胡辽平. 车用涡轮增压器叶轮破裂转速的弹塑形数值分析[J]. 机械科学与技术，2008，27(1)：45–49.(ZHAO Junsheng，MA Chaochen，HU Liaoping. Elastoplasticitynumerical analysis of the burst speed of vehicular turbocharger impeller[J]. Mechanical Science and Technology for Aerospace Engineering，2008，27(1)：45–49.(in Chinese)) [34] DENG Y M，LAM Y C，TOR S B，et al. A CAD-CAE integrated injection molding design system[J]. Engineering with Computers，2002，18(1)：80–92.