›› 2017, Vol. 38 ›› Issue (S1): 284-290.doi: 10.16285/j.rsm.2017.S1.035

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Development and application of uniaxial tensile servo test system based on stress feedback

ZHAO Kai1, 2, PENG Shou-jian1, 3, OKUBO S1, 4, XU Jiang1, ZHANG Hai-long1   

  1. 1. State Key Laboratory of Coal Mine Disaster Dynamtics and Control, Chongqing University, Chongqing 400044, China; 2. China Gezhouba Group Explosive Co., Ltd, Chongqing 401120, China; 3. Chongqing Research Institute of China Coal Technology and Engineering Group Corp., Chongqing 400037, China; 4. Department of Systems Innovation, University of Tokyo, Tokyo 113-8656, Japan
  • Received:2016-05-24 Online:2017-06-22 Published:2018-06-05
  • Supported by:

    This work was supported by National Nature Science Foundation of China(51304255, 51474040), China Postdoctoral Science Foundation(2014M552323), and Chongqing Postdoctoral Foundation(Xm2014037).

Abstract: According to the need of laboratory study of the generalized stress relaxation characteristics of rock, an experimental system of uniaxial tension servo control, which is based on stress feedback take hardware devices as basis and transforms data recording and servo controlling to achieve the stress feedback method, is developed. The advantages of the uniaxial tensile test system are as follows: (1) The system can realize the stress feedback, except carry out the traditional displacement control and stress control of the load alone, also stress-strain linear combination of servo control. (2) The measurement system and control system are realized by hardware rather than computer software; the structure is simple and compact; the reaction time of the system action is short; the performance is stable and reliable; the space of upgrading is large. (3) The control and monitoring data use simulate signal transmission and the test process control and data acquisition accuracy are higher. (4) By using high strength adhesive, the specimen is in the state of tension; and the stress state of rock mass can be simulated in real engineering. Using this system, the generalized relaxation test of tage tuff under tensile stress has been accomplished, and the test results show that the device has good practicability and reliability, so as to provide a new method and means for studying the mechanical properties of generalized stress relaxation under the action of tensile stress of rock in engineering practice.

Key words: direct tension, testing system, stress feedback control, generalized stress relaxation

CLC Number: 

  • TU 452

[1] HUANG Zheng-hong, DENG Shou-chun, LI Hai-bo, YU Chong,. Tensile tests on plate specimens with bilateral asymmetric cracks [J]. , 2018, 39(S1): 267-274.
[2] CHEN Dun, MA Wei, WANG Da-yan, MU Yan-hu, LEI Le-le,WANG Yong-tao, ZHOU Zhi-wei, CAI Cong, . Experimental study of deformation characteristics of frozen clay under directional shear stress path [J]. , 2018, 39(7): 2483-2490.
[3] ZHOU Hui, JIANG Yue, LU Jing-jing, HU Da-wei,ZHANG Chuan-qing, CHEN Jun, LI Zhen, . Development of hollow cylinder torsional apparatus for rock [J]. , 2018, 39(4): 1535-1542.
[4] XU Jiang, MA Tian-yu, OKUBO Seisuke, PENG Shou-jian, TANG Yang, CHEN Can-can, WANG Zhe. Experimental study of generalized stress relaxation characteristics of rock under different confining pressures [J]. , 2017, 38(S2): 57-66.
[5] CUI Meng, HAN Shang-yu, HONG Bao-ning,. Development and application of a new geotechnical device for direct tension test [J]. , 2017, 38(6): 1832-1840.
[6] YI Pan-pan1, 2, WEI Chang-fu1, WEI Hou-zhen1, CAO Hua-feng1, XU Wen-qiang1. Comparison between two methods for quickly determining hydraulic parameters of unsaturated soils [J]. , 2012, 33(7): 2007-2012.
[7] YI Pan-pan ,WEI Chang-fu ,CHEN Pan ,MA Tian-tian. A one-step outflow method for measuring hydraulic parameters of unsaturated soils [J]. , 2012, 33(4): 1025-1030.
[8] ZHANG Jie,SHEN Xiao-yun,LIU Ming-gui. Study of intelligent pile ultrasonic CT testing system [J]. , 2009, 30(4): 1197-1200.
[9] XIE Kang-he , QI Tian , HU An-feng , XIA Jian-zhong . Experimental study on nonlinear permeability characteristics of Xiaoshan clay [J]. , 2008, 29(2): 420-424.
[10] YU Xian-bin , WANG Qing-rong , LI Xin-yi , XIE Qiang , NA Yu-kang , SONG Zhan-ping . Experimental research on deformation of rocks in direct tension and compression [J]. , 2008, 29(1): 18-22.
[11] XIE Qiang, YU Xian-bin, ZHANG Yong-xing, NA Yu-kang. Experimental study on deformation of purple sandstone in Dayao Copper Mine under uniaxial compression and direct tension [J]. , 2007, 28(10): 2155-2160.
[12] YU Xian-bin , WANG Qing-rong , SONG Zhan-ping , XIE Qiang,. Brazilian and axial tensile strengths of rocks and rock-like materials [J]. , 2006, 27(S1): 539-543.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!