Experimental Study on the Influence of Out-of-Plane Effects on In-Plane Performance of Composite Slabs

This study comprised an experimental investigation of the in-plane performance of composite floor slabs under out-of-plane effects. Two composite floor slabs were subjected to pure in-plane loading, and in-plane and out-of-plane coupled loading, respectively. The study analyzed crack patterns, failure modes, and load–displacement curves, and evaluated how out-of-plane effects influenced in-plane performance. The test results indicated that both specimens exhibited a typical shear-tension failure mode, forming diagonal shear cracks. The specimen with out-of-plane loading exhibited a trend for lateral development of the shear cracks. The load–displacement curves of the two specimens showed obvious strength degradation, stiffness degradation, and a pinching effect. By comparing the two specimens, it could be observed that at a small out-of-plane displacement angle, the in-plane ultimate bearing capacity of a specimen was not significantly weakened; however, as the out-of-plane displacement continued to increase, the in-plane bearing capacity of the specimen decayed more rapidly.

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Publication Details

Journal
Buildings
Published
2026-05-12
DOI
https://doi.org/10.3390/buildings16101928
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00

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article

Experimental Study on the Influence of Out-of-Plane Effects on In-Plane Performance of Composite Slabs

Qi-Liang Zhou, Mu‐Xuan Tao, Cheng-Hao Jiang, Li-Yan Xu et al.
Buildings
Structural Behavior of Reinforced Concrete
article

Experimental Study on the Influence of Out-of-Plane Effects on In-Plane Performance of Composite Slabs

Qi-Liang Zhou, Mu‐Xuan Tao, Cheng-Hao Jiang, Li-Yan Xu, Yue-Xin Jiang
article en

Abstract

This study comprised an experimental investigation of the in-plane performance of composite floor slabs under out-of-plane effects. Two composite floor slabs were subjected to pure in-plane loading, and in-plane and out-of-plane coupled loading, respectively. The study analyzed crack patterns, failure modes, and load–displacement curves, and evaluated how out-of-plane effects influenced in-plane performance. The test results indicated that both specimens exhibited a typical shear-tension failure mode, forming diagonal shear cracks. The specimen with out-of-plane loading exhibited a trend for lateral development of the shear cracks. The load–displacement curves of the two specimens showed obvious strength degradation, stiffness degradation, and a pinching effect. By comparing the two specimens, it could be observed that at a small out-of-plane displacement angle, the in-plane ultimate bearing capacity of a specimen was not significantly weakened; however, as the out-of-plane displacement continued to increase, the in-plane bearing capacity of the specimen decayed more rapidly.

BuildingsVol. 16(10)
Zhejiang International Studies University (CN), Guangzhou Metro Group (China) (CN), Beihang University (CN), Tsinghua University (CN)
National Natural Science Foundation of China, National Key Research and Development Program of China
Sustainable cities and communities
Openalex Percentile: Top 7%
Structural Behavior of Reinforced Concrete
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Experimental Study on the Influence of Out-of-Plane Effects on In-Plane Performance of Composite Slabs — Qi-Liang Zhou, Mu‐Xuan Tao, et al. · Buildings (2026) | TGRS Research Map | TGRS