Comprehensive experimental database and analysis of circular concrete-filled double-skin tube stub columns: A review

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL Frontiers of Structural and Civil Engineering Pub Date : 2024-01-23 DOI:10.1007/s11709-023-0970-1
Hongyuan Tang, Hongfei Tan, Sisi Ge, Jieyu Qin, Yuzhuo Wang
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Abstract

A concrete-filled double-skin tube (CFDST) is a new type of composite material. Experimental studies have been conducted to investigate the axial compression behavior of CFDST members for approximately 30 years. This paper provides a review of the status of axial compression bearing capacity tests conducted on circular CFDST stub columns as well as a summary of test data for 165 circular CFDST stub columns reported in 22 papers. A relatively complete high-quality test database is established. Based on this database, the main factors affecting the axial compression bearing capacity of the CFDST stub columns are analyzed. The prediction accuracy and robustness of an existing theoretical prediction model, which is a data-driven model, are evaluated, and a numerical simulation of the axial compression bearing capacity of the CFDST stub columns is conducted. In addition, the differences between the basic theory and experimental results of various models are compared, and the possible sources of prediction errors are analyzed. The current model for predicting the axial compression capacity of CFDST stub columns cannot simultaneously satisfy the requirements of high accuracy and confidence, and the stress independency assumption introduced in the test is not valid. The main error source in the theoretical prediction model is the non-simultaneous consideration of the effects of the void ratio and inner steel tube.

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圆形混凝土填充双皮管桩柱的综合实验数据库和分析:综述
混凝土填充双层管(CFDST)是一种新型复合材料。对 CFDST 构件的轴向压缩行为进行试验研究已有近 30 年的历史。本文回顾了对圆形 CFDST 存根柱进行轴向压缩承载力测试的现状,并总结了 22 篇论文中报道的 165 个圆形 CFDST 存根柱的测试数据。建立了一个相对完整的高质量试验数据库。基于该数据库,分析了影响 CFDST 存根柱轴向压缩承载力的主要因素。评估了数据驱动型现有理论预测模型的预测精度和稳健性,并对 CFDST 存根柱的轴向压缩承载力进行了数值模拟。此外,还比较了各种模型的基本理论与实验结果之间的差异,并分析了预测误差的可能来源。目前用于预测 CFDST 存根柱轴向压缩承载力的模型无法同时满足高精度和高置信度的要求,试验中引入的应力独立假设也不成立。理论预测模型的主要误差源是未同时考虑空隙率和内钢管的影响。
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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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