Next Article in Journal
Unveiling the Influencing Factors of the Residual Life of Historical Buildings: A Study of the Wuhan Lutheran Missions Home and Agency Building
Previous Article in Journal
Spatial Morphology and Geographic Adaptability of Traditional Villages in the Hehuang Region, China
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Experimental and Finite Element Analysis on the Structural Performance of Lightweight Hollow Slab Prefabricated Staircases

1
School of Civil and Architectural Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China
2
Key Laboratory of Disaster Prevention & Mitigation and Prestress Technology of Guangxi Colleges and Universities, Guangxi University of Science and Technology, Liuzhou 545006, China
3
School of Civil Engineering and Architecture, Nanning University, Nanning 541699, China
4
Guangxi Construction Engineering Track Assembly Precast Concrete Co., Ltd., Liuzhou 545006, China
*
Author to whom correspondence should be addressed.
Buildings 2025, 15(2), 245; https://doi.org/10.3390/buildings15020245
Submission received: 30 December 2024 / Revised: 10 January 2025 / Accepted: 13 January 2025 / Published: 16 January 2025
(This article belongs to the Section Building Structures)

Abstract

Prefabricated staircases are crucial components in modern architectural structures, but traditional concrete staircases are too heavy for efficient prefabrication, transportation, and construction. Therefore, this paper proposes a novel lightweight hollow slab prefabricated staircase (referred to as the KXB staircase). The staircase achieves hollow designs for steps and the baseplate by incorporating hollow tubes in the steps and adding polyethylene foam boards in the baseplate. Additionally, a standard prefabricated slab staircase (referred to as the CG staircase) was subjected to static loading tests to analyze failure characteristics, load-deflection curves, and strain distribution. A finite element model was created using ABAQUS (2020) and validated for accuracy through a comparison with experimental results. The results indicate that the novel lightweight hollow-slab prefabricated staircase surpasses conventional slab staircases in load capacity, deflection, and crack control. Furthermore, it achieves a 16% reduction in weight, a 28.6% improvement in load capacity, and a maximum error of 9.9% between the model and experimental results. The novel lightweight prefabricated staircase satisfies engineering requirements, minimizes transportation and hoisting costs, and demonstrates strong application potential.
Keywords: prefabricated slab staircase; lightweight; static loading; structural performance; ABAQUS (2020) prefabricated slab staircase; lightweight; static loading; structural performance; ABAQUS (2020)

Share and Cite

MDPI and ACS Style

Liu, J.; Bao, Y.; Qin, K. Experimental and Finite Element Analysis on the Structural Performance of Lightweight Hollow Slab Prefabricated Staircases. Buildings 2025, 15, 245. https://doi.org/10.3390/buildings15020245

AMA Style

Liu J, Bao Y, Qin K. Experimental and Finite Element Analysis on the Structural Performance of Lightweight Hollow Slab Prefabricated Staircases. Buildings. 2025; 15(2):245. https://doi.org/10.3390/buildings15020245

Chicago/Turabian Style

Liu, Jingmin, Yiming Bao, and Kang Qin. 2025. "Experimental and Finite Element Analysis on the Structural Performance of Lightweight Hollow Slab Prefabricated Staircases" Buildings 15, no. 2: 245. https://doi.org/10.3390/buildings15020245

APA Style

Liu, J., Bao, Y., & Qin, K. (2025). Experimental and Finite Element Analysis on the Structural Performance of Lightweight Hollow Slab Prefabricated Staircases. Buildings, 15(2), 245. https://doi.org/10.3390/buildings15020245

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop