Technical Papers
Jul 4, 2013

Chemoelastic Fracture Mechanics Model for Cement Sheath Integrity

Publication: Journal of Engineering Mechanics
Volume 140, Issue 4

Abstract

A linear elastic fracture mechanics (LEFM) model for the engineering fracture design of cement sheath integrity at early ages in oil and gas well applications is proposed. The model considers the specific worst-case scenario of a single radial crack and estimates the energy release rate (stress intensity factor) that potentially develops in a cement sheath as a result of the buildup of eigenstresses at early ages, considering the loss of axisymmetry. Specifically, the model involves a two-step solution procedure: a chemoelastic stress solver and a LEFM solver using an Airy-stress function approach together with the method of complex variables. For the first, an appropriate constitutive model for cement slurries at early ages is required as a backbone for chemoelastic stress development. Second, the LEFM solver uses the stresses to estimate the energy release rate and the stress intensity, and thus provide a means to evaluate the driving force of fracture propagation and the fracture risk as a function of the degree of hydration. The functional relationships thus established between the LEFM quantities and the degree of the chemical reaction are expected to become an indispensable tool in safely designing well cements for operation under extreme bore hole conditions.

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Acknowledgments

Financial support by Schlumberger (Cambridge, Massachusetts, and Clamart, France) is greatly appreciated. Muhannad Abuhaikal at MIT is also thanked for helping with the figures.

References

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 4April 2014

History

Received: Feb 21, 2013
Accepted: Jul 2, 2013
Published online: Jul 4, 2013
Published in print: Apr 1, 2014
Discussion open until: May 31, 2014

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Authors

Affiliations

Sina Moeini Ardakani [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139. E-mail: [email protected]
Franz-Josef Ulm, M.ASCE [email protected]
George Macomber Professor of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Bldg. 1-263, 77 Massachusetts Ave., Cambridge, MA 02139 (corresponding author). E-mail: [email protected]

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