Concrete filled double steel tube columns incorporating UPVC pipes under uniaxial compressive load at ambient and elevated temperature

Case Studies in Construction Materials

卷:16

Chuanhai Zhao¹  Fahid Aslam¹  Muhammad Faisal Javed²  Muhammad Ali Musarat²  Nikolai Ivanovich Vatin³  Waqas Ahmad⁴  Lei Xing⁵  Qiuying Chang⁵ 

[1] Corresponding authors.;

[2] Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan;

[3] Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia;

[4] Organization Department, Xing An Vocational and Technical College, Ulanhot, Inner Mongolia 137400, China;

[5] School of Civil Engineering, Changchun University of Architecture and Civil Engineering, Changchun, Jilin 130607, China;

关键词: Concrete;    Composite column;    Compressive load;    Axial capacity;    Post-fire response;   

DOI  :  

来源: DOAJ

【 摘 要 】

This experimental investigation reveals the projected benefits of concrete-filled double-skin tubular columns. These columns are made up of an outside steel tube, an interior UPVC pipe, and a sandwich of concrete among these tubes. The effect of the dimension ratio of the outer-to-inner tube, the thickness ratio of the outer tube, and the internal tube material (steel/UPVC) on the ultimate compressive strength of double-skin tubular columns samples filled with concrete are investigated. Finally, the experimental findings were compared to previously published design approaches in AISC (2010), GB50936 (2014), and EC4 (2004). The analysis revealed that GB50936 (2014) produces the best outcomes, followed by AISC (2010) and EC4 (2004). In addition, the samples were tested in elevated temperatures to study their post-fire axial capacity. It was discovered that the type of infilled concrete and interior tube material has no major impact on the performance of samples at elevated temperatures.

【 授权许可】

Unknown