首页|钢筋与ECC的搭接-滑移力学模型研究

钢筋与ECC的搭接-滑移力学模型研究

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针对传统的粘结滑移力学模型未考虑到钢筋间距这一重要因素,导致无法准确预测钢筋搭接结构中的钢筋搭接性能.基于此,设计了针对钢筋间距等因素的钢筋搭接拉伸试验,并探究了钢筋间距对钢筋搭接性能的影响规律.同时,建立了一种考虑钢筋间距的力学模型,并对其进行了准确性和泛化性验证.结果表明,与传统的粘结-滑移力学模型相比,所提出的考虑钢筋间距的力学模型在准确度上最大提高了近50%;对于高延性混凝土-钢筋搭接构件而言,该模型与试验结果之间的相关系数达到了0.95 以上;该模型还展现出了良好的泛化性,可以有效地预测超高性能混凝土和普通混凝土的钢筋搭接性能,适用于预测钢筋混凝土搭接构件的搭接性能.
Study on Lap-Slip Mechanics Model of Steel Bar and ECC
Traditional lap-slip mechanics models have not taken into account the important factor of steel bar spacing,leading to inaccurate predictions of steel bar overlapping performance.To address this,a tensile test considering factors such as steel bar spacing was conducted,and the influence of spacing on overlapping performance was investigated.A mechanical model considering steel bar spacing was developed and validated for accuracy and generalization.The results demonstrate that the proposed model considering steel bar spacing improves accuracy by nearly 50% compared to traditional lap-slip models.For ECC-steel overlapping members,the correlation coefficient between the model and experi-mental results exceeds 0.95.The model shows good generalization,effectively predicting the overla-pping performance of steel bars in high-performance concrete and ordinary concrete,and is suitable for predicting the overlapping performance of reinforced concrete overlapping members.

lap-slip mechanics modellap testparametric analysisfitting formula

李沐远、孙昭彭、陈盼鑫、吴琼、盛昊、郭进

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石家庄铁道大学 土木工程学院,河北 石家庄 050043

石家庄铁道大学 道路与铁道工程安全保障省部共建教育部重点实验室,河北 石家庄 050043

搭接-滑移力学模型 搭接试验 参数分析 拟合公式

国家自然科学基金河北省省级科技计划河北省省级科技计划河北省自然科学基金石家庄铁道大学研究生创新资助项目

5217849321375402D216Z6101GE2022210028YC2023066

2024

河北工程大学学报(自然科学版)
河北工程大学

河北工程大学学报(自然科学版)

CSTPCD
影响因子:0.543
ISSN:1673-9469
年,卷(期):2024.41(3)
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