具有和没有网状增强的UHPC光束的剪切能力的新计算方法
Chuansong Gao1,2, Hui Jiang3, Gaozhan Zhang4
1BIM Engineering Center of Anhui Province, Anhui Jianzhu University, Hefei 230601, China.
Materials (Basel, Switzerland)
|November 14, 2023
概括
这项研究提出了一种新的公式,可以准确预测超高性能混凝土 (UHPC) 梁的剪切承载能力. 该公式考虑了纤维桥接和压缩区,改进了UHPC束设计的现有方法.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 现有的超高性能混凝土 (UHPC) 梁的剪切能力计算方法往往忽略了UHPC压缩区的全部剪切贡献和纤维的概率分布.
- 这种监督导致预测UHPC梁的剪轴承能力的准确性降低.
研究的目的:
- 开发一个更准确的公式来计算UHPC梁的剪切承载能力.
- 为了更有效地结合光纤桥接效应和UHPC压缩区的剪切贡献.
- 通过实验数据验证拟议的公式,并将其准确性与现有的设计代码进行比较.
主要方法:
- 编制了一个包括247个样本的UHPC光束剪切测试数据库.
- 对剪切能力影响因素的分析,包括剪切跨度比率,网增强比率和钢纤维体积分数.
- 基于压缩区故障机制和纤维微拉伸强度的新剪切能力公式的开发.
主要成果:
- 该研究发现,UHPC梁的裂变负荷与最终负荷的比率在0.2到0.6.6之间.
- 超高压束压缩区故障被分为对角张力和剪切压缩故障.
- 当与实验数据进行验证时,拟议的公式显示了高预测准确性.
结论:
- 开发的公式准确地预测了UHPC梁的剪切承载能力,同时考虑了纤维桥梁和压缩区.
- 与当前设计代码中现有的剪切能力公式相比,拟议的公式提供了更高的预测准确性.
- 这项研究为UHPC梁的结构设计提供了更可靠的工具.
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