地质聚合物混凝土在水和后的冲击性和动态构成模型
Tiecheng Yan1, Xiangxiang Yin2,3, Xingyuan Zhang1
1College of Civil Engineering, Longdong University, Qingyang, 745000, China.
Scientific reports
|March 27, 2024
概括
水和降低了地质聚合物混凝土 (GC) 的冲击性. 动态压缩测试显示了应变速率增强效应,新模型准确预测了和后的GC行为.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 固体力学 固体力学是什么
背景情况:
- 地质聚合物混凝土 (GC) 是传统混凝土的可持续替代品.
- 了解GC在各种条件下的动态机械性能对于其结构应用至关重要.
- 水和可以显著改变混凝土材料的机械行为.
研究的目的:
- 研究水和延伸率对地质聚合物混凝土动态冲击性的影响.
- 开发和验证使用韦布尔统计损害理论对水和地聚合物混凝土的动态构成模型.
主要方法:
- 在地聚合物混凝土上进行了动态压缩测试,使用分裂霍普金森压力棒 (SHPB) 技术.
- 在不同应变速率下,在水和之前和之后对标本进行了测试.
- 基于韦布尔的统计损害分布理论,制定了一个动态构成模型.
主要成果:
- 地质聚合物混凝土在动态峰值应变和特定能量吸收上表现出增强应变速率的影响,无论是在水和之前还是之后.
- 水和导致地质聚合物混凝土的冲击性降低.
- 地质聚合物混凝土的碎片尺寸分布显示了碎形特征,在水和后观察到较小的碎形维度.
结论:
- 开发的动态构成模型准确地描述了水和地聚合物混凝土的冲击机械行为.
- 该模型的预测与实验压力-应变曲线有很好的一致性,验证了它的有效性.
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