ELECTROHYDRAULIC SHOCK WAVE GENERATION AS A MEAN TO INCREASE INTRINSIC PERMEABILITY OF CONCRETE

被引:0
作者
Reess, T. [1 ]
De Ferron, A. [1 ]
Maurel, O. [2 ]
Matallah, M. [2 ]
Chen, W. [2 ]
La Borderie, C. [2 ]
Pijaudier, G. [2 ]
Bethbeder, F. Rey [3 ]
Jacques, A. [3 ]
Dessus, J. Lassus [3 ]
机构
[1] Univ Pau, Lab Genie Elect, Pau, France
[2] Univ Pau, IPRA, Pau, France
[3] ToTAL S A, Pau, France
来源
2009 IEEE PULSED POWER CONFERENCE, VOLS 1 AND 2 | 2009年
关键词
WATER; COMPRESSION; DISCHARGES; DAMAGE;
D O I
暂无
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
The objective of this article is to present an experimental study of Pulsed Arc Electrohydraulic Discharges (PAED) in water. The aim is to produce dynamic shock waves in order to increase the intrinsic permeability of mortar specimens which are immersed in water. The experimental set up allows the switching of high pulsed energy up to 100kJ in order to develop high amplitude shock waves in water. A relationship between the peak pressure, the energy remaining at breakdown time and the distance from the channel discharge to the mortar specimen allows the control of the peak pressure applied to cylindrical mortar specimens. The maximum applied pressure is 250MPa. The evolution of damage due to dynamic mechanical loads is correlated with the intrinsic permeability of the mortar. The behaviour of the intrinsic permeability versus applied dynamic pressure is studied in single shock. A threshold of pressure is highlighted. Indeed, no modification of the intrinsic permeability is measured for dynamic pressure level lower than 90MPa. From this value, the permeability increases linearly on a log-log plot. The influence of shock number on permeability is also presented for a constant applied pressure of 90MPa. A good correlation between qualitative results of the image analysis (Tomography and Micro CT) and gas permeability is observed.
引用
收藏
页码:1076 / +
页数:2
相关论文
共 11 条
[1]   Propagation and structure of streamers in liquid dielectrics [J].
Beroual, A ;
Zahn, M ;
Badent, A ;
Kist, K ;
Schwabe, AJ ;
Yamashita, H ;
Yamazawa, K ;
Danikas, M ;
Chadband, WG ;
Torshin, Y .
IEEE ELECTRICAL INSULATION MAGAZINE, 1998, 14 (02) :6-17
[2]   Damage evolution during freeze-thaw cycling of cement mortar, studied by electrical resistivity measurement [J].
Cao, JY ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (10) :1657-1661
[3]   Defect dynamics and damage of concrete under repeated compression, studied by electrical resistance measurement [J].
Cao, JY ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (11) :1639-1642
[4]   Effects and interactions of temperature and stress-level related damage on permeability of concrete [J].
Choinska, Marta ;
Khelidj, Abdelhafid ;
Chatzigeorgiou, George ;
Pijaudier-Cabot, Gilles .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (01) :79-88
[5]  
GINENKO A, 2003, REV SCI INSTRUM, V75, P240
[6]  
Hearn N, 1998, ACI MATER J, V95, P691
[7]   Parallel streamer discharges between wire and plane electrodes in water [J].
Katsuki, S ;
Akiyama, H ;
Abou-Ghazala, A ;
Schoenbach, KH .
IEEE TRANSACTIONS ON DIELECTRICS AND ELECTRICAL INSULATION, 2002, 9 (04) :498-506
[8]  
Kermani A., 1991, BUILD RES INF, V19, P360, DOI DOI 10.1080/09613219108727156
[9]  
Klinkenberg L. J., 1941, SOCAR PROC, P200
[10]   Thermal processes in a streamer discharge in water [J].
Lisitsyn, IV ;
Nomiyama, H ;
Katsuki, S ;
Akiyama, H .
IEEE TRANSACTIONS ON DIELECTRICS AND ELECTRICAL INSULATION, 1999, 6 (03) :351-356