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.
Authors
- Qi-Liang Zhou
- Mu‐Xuan Tao (ORCID: https://orcid.org/0000-0003-0255-0949)
- Cheng-Hao Jiang
- Li-Yan Xu (ORCID: https://orcid.org/0000-0001-8595-0109)
- Yue-Xin Jiang
Institutions
- Zhejiang International Studies University (CN)
- Guangzhou Metro Group (China) (CN)
- Beihang University (CN)
- Tsinghua University (CN)
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
Funders
- National Natural Science Foundation of China
- National Key Research and Development Program of China