有效预测有限元模型的拉出能力,在高延展率效应中在位的
Quoc To Bao1, Kihak Lee1, Hyoseo An1
1Department of Architectural Engineering, Deep Learning Architecture Research Center, Sejong University, 209 Neungdong-ro, Gwangjin-gu, Seoul, 05006, Republic of Korea.
Scientific reports
|October 23, 2023
概括
这项研究开发了一种可靠的有限元 (FE) 模型,用于承受拉力负荷下的接. 经验证的FE模型准确地预测了在各种条件下的行为和容量.
科学领域:
- 结构工程 结构工程
- 地质技术工程 地质技术工程
- 计算力学 计算力学 计算力学
背景情况:
- 在施工中 (建筑物,桥梁,发电厂) 件非常重要,但面临拉力,剪切和组合负荷.
- 预测在各种负载条件下 (静态,动态,冲击) 的行为现有的数值模型的可靠性有限.
- 准确预测性能对于结构安全和设计优化至关重要.
研究的目的:
- 为了研究混凝土系统的现场 anchorage 的拉力行为.
- 提出一个有效的有限元 (FE) 模型,准确地复制 anchorage行为.
- 评估模型的性能与实验和基于代码的数据对比.
主要方法:
- 在承受拉力负荷的现场上进行了实验.
- 开发和评估了多个有限元 (FE) 模型用于固系统.
- 使用实验结果和现有的基于代码的模型验证了数字模型.
主要成果:
- 确定并选择最合适的FE模型平衡精度和计算效率.
- 经过验证的FE模型准确地复制了在位的拉力行为.
- 该模型用于分析拉伸能力和动态增强因子,用于各种拉伸速率,直径和嵌入深度.
结论:
- 已经建立了一个可靠和高效的有限元 (FE) 模型,用于在拉力负载下在混凝土中造固定.
- 开发的模型提供了对拉伸能力和动态行为的准确预测.
- 这项研究有助于改进使用现场 ancor 的结构的设计和安全评估.
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