一种硬化水泥净浆力学性能预测方法

By using a system displacement solution method that combines static implicit and dynamic explicit methods in series, the problem of low efficiency in simulating the failure process and predicting the mechanical properties of hardened cement paste in existing technologies is solved, achieving efficient and accurate simulation of the failure process and performance prediction.

CN116992789BActive Publication Date: 2026-07-17HOHAI UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
HOHAI UNIV
Filing Date
2023-08-14
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing near-field dynamic models are computationally inefficient when solving quasi-static failure problems. Traditional static implicit methods do not converge under large damage conditions, while dynamic explicit methods have long computation times, making it difficult to efficiently and accurately simulate the failure process and mechanical properties of hardened cement paste.

Method used

A system displacement solution method combining static implicit and dynamic explicit methods is adopted. The appropriate solution method is selected according to the damage value of the cement paste structure. The static implicit method is used for the small damage stage, and the dynamic explicit method is used for the large damage stage. By combining the Lagrange multiplier method and the Verlet-Velocity explicit time difference method, an efficient failure process simulation system is constructed.

Benefits of technology

It achieves efficient and accurate simulation of the failure process and prediction of mechanical properties of hardened cement paste under quasi-static load, avoiding the limitations of a single method and improving computational efficiency and accuracy.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN116992789B_ABST
    Figure CN116992789B_ABST
Patent Text Reader

Abstract

本发明涉及建筑材料领域,其公开了一种硬化水泥净浆力学性能预测方法,包括下列步骤:S1:建立微观尺寸下的硬化水泥净浆的实体模型;S2:对实体模型中各材料组分的分布情况赋予相应材料属性;S3:生成离散物质点集合;S4:采用系统位移求解方法获得每步加载下的结构位移、计算损伤和应力应变结果,判断结构是否破坏,如未破坏,则循环S4,如已破坏,则进行S5;S5:根据整体应力应变结果,预测性能结果。本发明基于水泥净浆微结构几何模型,构建力学性能预测几何模型;基于近场动力学理论,构建了求解系统物质点位移的隐式‑显式串联体系,稳定精确地模拟硬化水泥净浆在机械荷载作用下的准静态破坏过程,进而实现力学性能预测。
Need to check novelty before this filing date? Find Prior Art