Details

Autor(en) / Beteiligte

• Han, Tiancheng
• Liang, Shuting
• Zhu, Xiaojun
• Wang, Wenkang
• Yang, Jian

Titel

An investigation of the flexural behaviour of large-span prestressed and steel-reinforced concrete slabs

Ist Teil von

• Scientific reports, 2023-07, Vol.13 (1), p.10710-10710, Article 10710

Ort / Verlag

London: Nature Publishing Group UK

Erscheinungsjahr

2023

Quelle

EZB Electronic Journals Library

Beschreibungen/Notizen

• The prestressed and steel-reinforced concrete slab (PSRCS) is an innovative composite structural member offering high load capacity and stiffness and exceptional anti-crack performance, making it a leading trend in composite structures. This paper presents the derived calculation formulas for bearing capacity, section stiffness, mid-span deflection of PSRCS. Additionally, a numerical analysis of PSRCS is conducted using ABAQUS software, with several models created to systematically investigate bearing capacity, section stiffness, anti-crack performance, and failure mode. Concurrently, PSRCS member parameters are analyzed for optimal design, and the results of finite element (FE) calculations are compared with theoretical formula calculations. The results demonstrate that PSRCS exhibits superior load capacity, section stiffness, and anti-crack performance comparing to conventional slabs. The parametric analysis offers optimal design for each parameter and presents the corresponding recommended span-to-depth ratios for various spans in PSRCS applications.