Deformation and damage of cement sheath in gas storage wells under cyclic loading
نویسندگان
چکیده
The mechanical damage and failure of cement sheaths in gas storage wells under cyclic loading have been studied extensively. However, because the test device cannot restore wellbore condition, most studies theoretical or regular experimental. If load-bearing mode stress environment a differ from those wellbore, then modes will deviate what occurs actual wellbore. Therefore, it is necessary to explore method that restores condition design simulation reveals deformation sheath. In this study, development laws microannulus microcracks sheath were by triaxial loading, low-field nuclear magnetic resonance imaging, scanning electron microscopy. A evaluate integrity was developed. equivalence proposed, based on principle stresses at first second interfaces are equal This used material, size, experimental conditions simulate load-deformation law well. mechanism investigated using results computed tomography. Micropores increased continuously loading. Damage accumulated, causing strength as period increased. Plastic occurred but interfacial peeling did not. reason compressive during unloading, interface between outer wall not damaged. study provides new for studying complex conditions.
منابع مشابه
Deformation mechanisms and damage in -alumina under hypervelocity impact loading
impact loading Cheng Zhang, Rajiv K. Kalia, Aiichiro Nakano, Priya Vashishta, and Paulo S. Branicio Collaboratory for Advanced Computing and Simulations, Department of Chemical Engineering and Materials Science, Department of Physics and Astronomy, and Department of Computer Science, University of Southern California, Los Angeles, California 90089-0242, USA Departmento de Física, Universidade F...
متن کاملSoil-Structure Interaction of Buried Pipes Under Cyclic Loading Conditions
The safety of lifelines, as the most important urban facilities, under different conditions highly depends on the safe design and performance of these buried structures. This cannot be achieved unless their actual behaviors are well understood and considered at the designing stage. A new physical model was developed in Amirkabir University of Technology to study the behavior of buried pipes und...
متن کاملConstitutive modeling of ultra-high molecular weight polyethylene under large-deformation and cyclic loading conditions.
When subjected to a monotonically increasing deformation state, the mechanical behavior of UHMWPE is characterized by a linear elastic response followed by distributed yielding and strain hardening at large deformations. During the unloading phases of an applied cyclic deformation process, the response is characterized by nonlinear recovery driven by the release of stored internal energy. A num...
متن کاملSimulation of Highly Ductile Fiber - Reinforced Cement - Based Composite Components Under Cyclic Loading
Ductile fiber-reinforced cement-based composites (DFRCCs) are being investigated for new design as well as retrofitting of structures in seismic regions. DFRCC is highly ductile and is characterized by strain-hardening in tension to strains over 3% and by unique cyclic loading behavior. To accurately predict the structural performance of DFRCC components under cyclic and seismic loading, a robu...
متن کاملCyclic deformation and fatigue data for Ti–6Al–4V ELI under variable amplitude loading
This article presents the strain-based experimental data for Ti-6Al-4V ELI under non-constant amplitude cyclic loading. Uniaxial strain-controlled fatigue experiments were conducted under three different loading conditions, including two-level block loading (i.e. high-low and low-high), periodic overload, and variable amplitude loading. Tests were performed under fully-reversed, and mean strain...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Energy Science & Engineering
سال: 2021
ISSN: ['2050-0505']
DOI: https://doi.org/10.1002/ese3.869