基于近场动力学的泡沫水泥石破坏机制研究及抗压强度预测OA
Study on the damage mechanism of foam cement and prediction of compressive strength based on peridynamics
为了明确泡沫水泥内部孔隙结构对水泥石抗压强度的影响,建立了泡沫水泥石近场动力学数值模型,通过开源软件Peridigm对不同参数条件下的数值模型进行单轴压缩模拟实验.研究表明,泡沫水泥内部的损伤会由薄壁区域逐渐向整个水泥石内部扩展;泡沫水泥石的抗压强度与孔隙度、孔隙尺寸成负相关,与孔隙球度成正相关.以2900余个泡沫水泥模型的计算结果建立了泡沫水泥抗压强度预测模型,为满足不同强度要求的泡沫水泥石合理方案设计提供一定的理论依据.
To clarify the impact of a pore structure on the compressive strength of a cement stone,a numerical model of peridynamics for foam cement was established,and uniaxial compression simulations were conducted under different parameter conditions using Peridigm.The research shows that the damage inside foam cement expands from the thin-walled regions to the entire cement stone.The compressive strength of the foam cement is negatively correlated with porosity and pore size,and positively correlated with pore sphericity.A prediction model for the compressive strength was established based onover 2,900 models,providing a theoretical basis for the rational design of foam cement to meet different strength requirements.
王强;步玉环;路畅;柳华杰;郭胜来
中国石油大学(华东)石油工程学院,青岛 266580中国石油大学(华东)石油工程学院,青岛 266580青岛理工大学 环境与市政工程学院,青岛 266520中国石油大学(华东)石油工程学院,青岛 266580中国石油大学(华东)石油工程学院,青岛 266580
能源科技
固井工程泡沫水泥近场动力学孔隙结构抗压强度
well cementingfoam cementperidynamicspore structurecompressive strength
《计算力学学报》 2026 (1)
87-93,7
国家自然科学基金(51974355)资助项目.
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