棕纤维钢筋混凝土的减损构成模型基于韦布尔分布及其纠正方法
Qinghua Zhan1, Xiaole Huang2, Zhitao Huo1
1Changsha General Survey of Natural Resources Center, China Geological Survey, Hunan, China.
PloS one
|June 13, 2025
概括
本研究开发了一种使用韦布尔分布和德鲁克-普拉格标准的纤维钢筋混凝土的现实构成模型. 它准确地预测了在各种混合比下,棕纤维混凝土的压力-应变行为和损伤演变.
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:
- 纤维钢筋混凝土表现出复杂的减损行为.
- 现有的模型可能无法完全捕捉微单元的强度变化和动态特征.
研究的目的:
- 为纤维钢筋混凝土建立一个现实的减损构成模型.
- 将微单位强度的韦布尔分布和产量的德鲁克-普拉格标准纳入.
- 为了考虑到装载-卸载周期期间的动态特征.
主要方法:
- 用维布尔随机分布来计算混凝土的微单位强度.
- 开发了一个减轻损害的构成模型,包含德鲁克-普拉格收益率标准.
- 建立了模型参数和棕纤维/水泥含量之间的功能关系.
- 提出了一个修改后的线性回归方法来解决参数.
主要成果:
- 建立了一个修改后的构成模型,反映了纤维钢筋混凝土损坏的整个过程.
- 该模型准确地预测了各种混合比率的应力-应变关系和损伤演变.
- 建议的参数解决方法有效考虑动态特征.
结论:
- 开发的构成模型提供了纤维钢筋混凝土行为的现实表现.
- 这项研究为棕纤维混凝土的工程应用提供了宝贵的见解.
- 模型的准确性与实验结果相对验证.
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