试验研究 2026年 第卷 第01期

DOI: 10. 7672 / sgjs2026010141

改性聚氨酯混凝土弯曲疲劳性能研究

王路杰¹,徐 斌²,徐 速²,陈仕伟¹,丁 勇¹

作者简介:

王路杰,硕士研究生,E⁃mail: 756767924@ qq. com

作者单位:

1. 宁波大学土木工程系,浙江 宁波 315211; 2. 宁波路宝科技实业集团有限公司,浙江 宁波 315800

基金项目:

国 家 自 然 科 学 基 金 ( 52078256 ); 浙 江 省 自 然 科 学 基 金(LTGS24E080002);宁波市交通运输科技项目(202447)

摘要:

改性聚氨酯混凝土的力学性能还不明确,特别是对其疲劳性能的了解还很薄弱. 对一种新型的改性聚氨酯混凝土在室温下的抗折强度和弯曲疲劳性能展开研究. 首先制备了长方体的改性聚氨酯混凝土试件,并通过抗折试验获取了抗折强度. 然后,对改性聚氨酯长方体试件进行了四点弯曲疲劳试验,获取了其在循环荷载下的疲劳寿命. 最后,引入失效概率的概念,建立了改性聚氨酯混凝土的疲劳方程. 研究结果表明:改性聚氨酯混凝土的疲劳破坏形式为脆性破坏,其疲劳寿命服从双参数 Weibull 分布,通过构建不同失效概率下的双对数疲劳寿命方程,建立了改性聚氨酯混凝土疲劳性能的分析方法与基础数据.

English:

The mechanical properties of modified polyurethane concrete are, however, not clear,especially the understanding of its fatigue performance, which is still very weak. The flexural strength andflexural fatigue properties of a new type of modified polyurethane concrete at room temperature werestudied. Firstly, the cuboid modified polyurethane concrete specimens were prepared, and the flexuralstrength was obtained by flexural test. Then, the four⁃point bending fatigue test of the modifiedpolyurethane cuboid specimen was carried out to obtain its fatigue life under cyclic loading. Finally, thefatigue equation of modified polyurethane concrete was established by introducing the concept of failureprobability. The results indicate that the fatigue failure mode of modified polyurethane concrete is brittlefailure, and its fatigue life follows the two⁃parameter Weibull distribution. By constructing the doublelogarithmic fatigue life equation under different failure probabilities, the analysis method and basic data ofthe fatigue performance of modified polyurethane concrete are established.