Nonlinear Stress-Strain Model for Confined Well Cement

被引:10
作者
Li, Yan [1 ]
Lu, Yunhu [1 ]
Ahmed, Ramadan [2 ]
Han, Baoguo [3 ]
Jin, Yan [1 ]
机构
[1] China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
[2] Univ Oklahoma, Mewbourne Sch Petr & Geol Engn, Norman, OK 73019 USA
[3] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
关键词
cement; stress-strain model; compressive strength; confining pressure; nonlinearity and ductility; mechanical properties; ASH-BASED GEOPOLYMER; MECHANICAL-PROPERTIES; CONCRETE; BEHAVIOR; STRENGTH;
D O I
10.3390/ma12162626
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The cement sheath is the key for providing the zonal isolation and integrity of the wellbore. Oil well cement works under confining pressure, so it exhibits strong nonlinear and ductile behavior which is very different from that without confining pressure. Therefore, for the accuracy of the simulation and the reliability of well construction design, a reliable compression stress-strain model is essential for confined well cement. In this paper, a new axial stress-strain model for confined well cement is developed based on uniaxial and triaxial test data, examinations of failure mechanisms, and the results of numerical analysis. A parametric study was conducted to evaluate and calibrate the model. The model is simple and suitable for direct use in simulation studies and well design. Results from this study show the nonlinear compressive behavior of confined well cement can be predicted using the traditional uniaxial compressive strength test measurements.
引用
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页数:15
相关论文
共 51 条
[1]  
American Petroleum Institute, 2013, API RP 10B-2
[2]  
Andrade J., 2014, P IADC SPE DRILL C E
[3]  
[Anonymous], 2016, 64662016 SYT CHIN ST
[4]  
[Anonymous], 2004, 199211 EN
[5]  
[Anonymous], 2012, C39C39M12 ASTM INT
[6]  
[Anonymous], 2000, C192 ASTM
[7]  
[Anonymous], 1951, B SERIES U ILLINOIS
[8]   Evaluation of cement sheath integrity subject to enhanced pressure! [J].
Arjomand, Elaheh ;
Bennett, Terry ;
Nguyen, Giang D. .
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2018, 170 :1-13
[9]   An analytical model for stress-strain behavior of confined concrete [J].
Binici, B .
ENGINEERING STRUCTURES, 2005, 27 (07) :1040-1051
[10]  
British Standards Institution, 1997, 8110 BS