研究青混凝土的多因素动态构成模型
Jianxiang Wang1, Xinjun Tang2, Qin Wu1
1School of Civil Engineering and Architecture, Guizhou Minzu University, Guiyang 550025, China.
Materials (Basel, Switzerland)
|August 10, 2024
概括
这项研究调查了倒青混凝土的研究.
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
- 地质技术工程 地质技术工程
背景情况:
- 在新疆,倒青混凝土被用于核心墙壁.
- 了解其动态特征对于结构完整性至关重要.
研究的目的:
- 为了探索倒青混凝土的动态特性.
- 使用哈丁-德尔内维奇模型建立其动态构成关系.
- 修改最大动态弹性模块公式以提高准确性.
主要方法:
- 在倒青混凝土样本上进行了动态三轴测试.
- 哈丁-德尔内维奇模型被用来定义动态构成关系.
- 实验数据被用来调整和修改最大动力弹性模量公式.
主要成果:
- 动态应力-应变骨干曲线遵循过度波动的模式,主要受到限制压力和主要应力比率的影响.
- 在不同的条件下,动态弹性模量和缓冲比率显示了类似的趋势.
- 对最大动态弹性模块的修改公式显著提高了准确性,将误差降低到3.02%以下.
结论:
- 该研究提供了一种用于青混凝土的经过验证的构成模型.
- 修改后的公式提高了最大动态弹性模块的预测.
- 这些发现支持在相关工程项目中应用和推广青混凝土.
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