The full curve of the FPZ development in a mode I fracture of sandstone by acoustic emission(AE) cluster#br#
ZHANG Yan1,2,LIN Qing2,3,GAO Yue2,3,PAN Pengzhi4
(1. School of Petroleum Engineering,Yangtze University,Wuhan,Hubei 430100,China;2. National Key Laboratory of Petroleum Resources and Engineering,China University of Petroleum,Beijing 102249,China;3. College of Petroleum Engineering,China University of Petroleum,Beijing 100249,China;4. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,
Wuhan,Hubei 430071,China)
Abstract:A fracture process zone(FPZ) dominates the fracture initiation and propagation in rock and quasi-brittle materials. The complete development curve involves two FPZ characteristics:the fully-developed FPZ length and its corresponding loading stage. However,due to limitations in observation techniques and processing approaches,it is rare to have the full curve of the FPZ development in the literatures. In this study,a series of mode I sandstone beams under three-point bending are employed to induce the mode I fractures for laboratory testing,where acoustic emission(AE) is used to observe the fracture process. By employing an improved approach to analyze the AE cluster and determine the FPZ boundary,a full curve of the FPZ development in the mode I fracture is obtained. The main conclusions are as follows:(1) the derived curve of the FPZ development aligns well with the theoretical model,which not only provides accurate information of the FPZ(i.e.,the fully developed FPZ length and its corresponding loading stage) but also indicates that the FPZ is related to the material properties. (2) Based on the full curve,the FPZ can be divided into two parts:FPZ initiation and FPZ propagation,with the transition position occurring when the FPZ reaches its fully-developed stage. During the FPZ initiation,the FPZ length increases when the external load increases. Once the peak load is reached,the FPZ continues to grow until the fully-developed FPZ occurs. For the FPZ propagation,the length FPZ remains relatively constant,though fluctuations are observed in the curve,probably due to instability in FPZ propagation. However,these fluctuations are centered around the length of the fully developed FPZ,allowing it to be treated as a constant. Experimental results demonstrate that the FPZ in mode I fractures attains its fully developed stage when the external load exceeds the peak(at post-90%,indicating that the load is at 90% of the peak in the post-peak regime),with its length nearly twice as the length observed at the peak(17 mm vs. 9 mm). This study confirms that the fully developed stage of the I-type fracture process zone is directly correlated with the cohesive force model through experimental measurements of local acoustic emission.
张 艳1,2,林 青2,3,高 跃2,3,潘鹏志4. 砂岩I型断裂过程区全过程发育曲线的声发射簇类研究[J]. 岩石力学与工程学报, 2025, 44(5): 1257-1270.
ZHANG Yan1,2,LIN Qing2,3,GAO Yue2,3,PAN Pengzhi4. The full curve of the FPZ development in a mode I fracture of sandstone by acoustic emission(AE) cluster#br#. , 2025, 44(5): 1257-1270.
[1] ATKINSON B K. Fracture mechanics of rock[M]. [S. l.]:Elsevier,2015:7–10.
[2] 张登科,孟 涛,韩 阳,等. 不同裂缝扩展速率下北山花岗岩断裂特征及其演化机制研究[J]. 岩石力学与工程学报,2024,43(11):2 712–2 725.(ZHANG Dengke,MENG Tao,HAN Yang,et al. Study on the fracture characteristics and evolution mechanisms of Beishan granite under different crack propagation rates[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(11):2 712–2 725.(in Chinese))
[3] 唐梅荣,张广清,陈 磊. 压缩应力作用下I型裂缝前端拉压分区特征研究[J]. 岩石力学与工程学报,2024,43(2):322–332.(TANG Meirong,ZHANG Guangqing,CHEN Lei. Experimental investigation on tension zone in front of mode-Ι fracture under in-situ stresses[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(2):322–332.(in Chinese))
[4] ERARSLAN Nazife. 脆性岩石试样断裂过程区及宏观疲劳裂纹行为研究[J]. 岩土力学,2023,44(7):2 041–2 049.(ERARSLAN Nazife. Investigation of the fracture process zone and behavior of the macro-scale fatigue cracks in brittle rock specimens[J]. Rock and Soil Mechanics,2023,44(7):2 041–2 049.(in Chinese))
[5] 傅帅旸,李海波,李晓锋. 基于DIC方法与声发射的花岗岩断裂过程区范围研究[J]. 岩石力学与工程学报,2022,41(12):2 497– 2 508.(FU Shuaiyang,LI Haibo,LI Xiaofeng. Research on the range of fracture process zone of granite based on DIC and acoustic emission[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(12):2 497–2 508.(in Chinese))
[6] 安定超,张 盛,张旭龙,等. 岩石断裂过程区孕育规律与声发射特征试验研究[J]. 岩石力学与工程学报,2021,40(2):290–301. (AN Dingchao,ZHANG Sheng,ZHANG Xulong,et al. Experimental study on incubation and acoustic emission characteristics of rock fracture process zones[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(2):290–301.(in Chinese))
[7] BAZANT Z P,YU Q. Size-effect testing of cohesive fracture parameters and nonuniqueness of work-of-fracture method[J]. Journal of Engineering Mechanics,2011,137(8):580–588.
[8] BAZANT Z P. Concrete fracture models:testing and practice[J]. Engineering Fracture Mechanics,2002,69(2):165–205.
[9] WITTMANN F H,HU X Z. Fracture process zone in cementitious materials[J]. International Journal of Fracture,1991,51(1):3–18.
[10] DONG W,RONG H. Investigations on the FPZ evolution of concrete after sustained loading by means of the DIC technique[J]. Construction and Building Materials,2018,188:49–57.
[11] MIHASHI H. States of the art and a view of the fracture mechanics of concrete[J]. Journal of Japan Concrete Institute,1987,25(2):14–25.
[12] LIN Q,WANG S,PAN P Z,et al. Imaging opening-mode fracture in sandstone under three-point bending:A direct identification of the fracture process zone and traction-free crack based on cohesive zone model[J]. International Journal of Rock Mechanics and Mining Sciences,2020,136:104516.
[13] AGGELIS D G. Classification of cracking mode in concrete by acoustic emission parameters[J]. Mechanics Research Communications,2011,38(3):153–157.
[14] SCRUBY C B. An introduction to acoustic emission[J]. Journal of Physics E:Scientific Instruments,2007,20(8):946.
[15] OHTSU M. The history and development of acoustic emission in concrete engineering[J]. Magazine of Concrete Research,1996,48(177):321–330.
[16] TANG T X,BAZANT Z P,YANG S C,et al. Variable-crack one-size test method for fracture energy and process zone length[J]. Engineering Fracture Mechanics,2016,55(3):383–404.
[17] RADAJ D,ZHANG S. Process zone fracture criteria for crack tips[J]. Engineering Fracture Mechanics,2015,50(1):111–120.
[18] ZANG A,WAGNER F C,STANCHITS S,et al. Fracture process zone in granite[J]. Journal of Geophysical Research:Solid Earth,2000,105(B10):23 651–23 661.
[19] ISHIDA T,LABUZ J F,MANTHE G,et al. ISRM suggested method for laboratory acoustic emission monitoring[J]. Rock Mechanics and Rock Engineering,2017,50:665–674.
[20] MAJI A,SHAH S P. Process zone and acoustic-emission measurements in concrete[J]. Experimental Mechanics,1988,28(1):27–33.
[21] ZIETIOW W K,LABUZ J F. Measurement of the intrinsic process zone in rock using acoustic emission[J]. International Journal of Rock Mechanics and Mining Sciences,1998,35(3):291–299.
[22] SAGAR R V,PRASAD B K R. A review of recent developments in parametric based acoustic emission techniques applied to concrete structures[J]. Nondestructive Testing and Evaluation,2011,27(1):47–68.
[23] MIHASHI H,NOMURA N,NIISEKI S. Influence of aggregate size on fracture process zone of concrete detected with three dimensional acoustic emission technique[J]. Cement and Concrete Research,1991,21(5):737–744.
[24] LANDIS E N,BAILLON L. Experiments to relate acoustic emission energy to fracture energy of concrete[J]. Journal of Engineering Mechanics,2012,128(6):698–702.
[25] AGGELIS D G. Classification of cracking mode in concrete by acoustic emission parameters[J]. Mechanics Research Communications,2018,38(3):153–157.
[26] OHNO K,UJI K,UENO A,et al. Fracture process zone in cracked concrete beam under three-point bending by acoustic emission[J]. Construction and Building Materials,2014,67:139–145.
[27] ANDERSON TL. Fracture mechanics fundamentals and applications[M]. 3rd ed. Florida:CRC Press,2004:325–372.
[28] LIN Q,WAN B,WANG Y,et al. Unifying acoustic emission and digital imaging observations of quasi-brittle fracture[J]. Theoretical and Applied Fracture Mechanics,2019,103:102301.
[29] CARPINTERI A. Fracture and complexity one century since Griffith?s milestone[M]. Netherlands:Springer,2021:239–337.
[30] SHEN B,PAULINO G H. Direct extraction of cohesive fracture properties from digital image correlation[J]. A Hybrid Inverse Technique,2011,51:143–163.