一种用于AFRP提升盾构管片韧性的数值模拟方法及装置

By constructing AFRP solid elements and contact interface elements, and combining experimental data and adaptive optimization algorithms, the slip-peeling parameters were calibrated, solving the problem of inaccurate identification of the interface boundary of AFRP-reinforced shield tunnel segments in the existing technology, and realizing high-precision simulation of shield tunnel segment toughness assessment.

CN121809247BActive Publication Date: 2026-07-17GUANGZHOU MARITIME INST

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
GUANGZHOU MARITIME INST
Filing Date
2025-12-26
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies cannot accurately capture the interface stage boundaries of aramid fiber reinforced polymer (AFRP) reinforced shield tunnel segments, resulting in insufficient overall accuracy of numerical simulations and affecting the toughness assessment of shield tunnel segments.

Method used

By constructing AFRP solid elements and contact interface elements, and combining single shear test and tensile test data, a four-segment adaptive objective function and a multi-stage boundary-guided adaptive simulated annealing optimization algorithm are used to calibrate the slip-stripping parameters, thereby simulating the bond-slip-stripping behavior of the AFRP-concrete interface.

Benefits of technology

It significantly improves the fitting accuracy and model reliability of the interface damage evolution process of shield tunnel segments, ensures the accuracy of stage boundary identification, and enhances the accuracy of toughness assessment of shield tunnel segments.

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Abstract

本发明涉及一种用于AFRP提升盾构管片韧性的数值模拟方法及装置。本发明所述的用于AFRP提升盾构管片韧性的数值模拟方法,包括:根据配筋信息对三维盾构管片进行网格划分,获得初始化混凝土数值模型;接着,构建AFRP实体单元和接触界面单元,并将其二者的组合以及标定的滑移剥离参数,同时嵌入至初始化混凝土数值模型,得到具备黏结—滑移—剥离特性的AFRP—混凝土界面行为的数值模型;根据预设的荷载,对上述数值模型进行增量迭代,得到仿真时程数据;最终,对仿真时程数据进行指标计算和评估,得到AFRP加固盾构管片的性能评估数据。本发明所述的用于AFRP提升盾构管片韧性的数值模拟方法,显著提升数值模型在复杂受弯工况下的稳定性与建模一致性。
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