由高强度钢丝网增强的工程水泥复合材料的拉力构成模型
Jing Li1, Ruiyuan Gao1, Ang Wang1
1Civil Engineering and Construction Center, Huanghe Science and Technology University, Zhengzhou 450061, China.
Materials (Basel, Switzerland)
|October 16, 2024
概括
本研究使用模拟和实验开发了一种精确的拉力构成模型,用于用钢丝网增强的工程水泥复合材料 (ECC). 该模型有效地预测材料的行为,有助于ECC应用和概括.
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.
- 计算力学 计算力学 计算力学
背景情况:
- 预测材料的机械行为对于材料的概括至关重要.
- 工程水泥复合材料 (ECC) 提供了增强的性能,但需要精确的建模.
- 高强度钢丝网增强在构成模型中提出了独特的挑战.
研究的目的:
- 探索和介绍钢丝网增强ECC的拉力构成模型.
- 通过实验数据和数值模拟来验证模型.
- 了解ECC和钢筋在拉伸应力下的独特贡献.
主要方法:
- 用高强度钢丝网增强的ECC构成模型的开发.
- 使用DIANA软件进行数值模拟,以建模标本的拉伸行为.
- 强化ECC标本的实验测试,以验证数值模型的准确性.
主要成果:
- 数值模型实现了高精度,模拟误差在实验结果的5%以内.
- 拟议的构成模型准确地反映了ECC和钢筋在各种应力水平上的作用.
- 构成模型的计算结果与模拟结果有很强的一致性.
结论:
- 开发的数值模型非常准确地预测了钢丝网增强ECC的拉伸行为.
- 拟议的构成模型有效地捕捉了材料的机械反应,并通过模拟进行验证.
- 这项研究为这种复合材料的广泛采用和应用提供了宝贵的参考.
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