Cyclic Tests and Numerical Analyses on Bolt-Connected Precast Reinforced Concrete Deep Beams

A bolt-connected precast reinforced concrete deep beam (RDB) is proposed as a lateral resisting component that can be used in frame structures to resist seismic loads. RDB can be installed in the steel frame by connecting to the frame beam with only high-strength bolts, which is different from the c...

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Bibliographic Details
Published inApplied sciences Vol. 11; no. 12; p. 5356
Main Authors Li, Jing, Jiang, Lizhong, Zheng, Hong, Jiang, Liqiang, Zhou, Lingyu
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 01.06.2021
Subjects
Cast in place
Composite materials
Concrete
Cyclic testing
Design
Ductility
Earthquake loads
Earthquakes
experimental study
Failure modes
finite element method (FEM)
Frame structures
Load
Numerical analysis
Precast concrete
precast reinforced concrete deep beam
Reinforced concrete
Seismic activity
Seismic engineering
seismic performance
Seismic response
Stiffness
Strain gauges
Thickness ratio
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Summary:A bolt-connected precast reinforced concrete deep beam (RDB) is proposed as a lateral resisting component that can be used in frame structures to resist seismic loads. RDB can be installed in the steel frame by connecting to the frame beam with only high-strength bolts, which is different from the commonly used cast-in-place RC walls. Two 1/3 scaled specimens with different height-to-length ratios were tested to obtain their seismic performance. The finite element method is used to model the seismic behavior of the test specimens, and parametric analyses are conducted to study the effect on the height-to-length ratio, the strength of the concrete and the height-to-thickness ratio of RDBs. The experimental and numerical results show that the RDB with a low height-to-length ratio exhibited a shear–bending failure mode, while the RDB with a high height-to-length ratio failed with a shear-dominated failure mode. By comparing the RDB with a height-to-length ratio of 2.0, the ultimate capacity, initial stiffness and ductility of the RDB with a height-to-length ratio of 0.75 increased by 277%, 429% and 141%, respectively. It was found that the seismic performance of frame structures could be effectively adjusted by changing the height-to-length ratio and length-to-thickness of the RDB. The RDB is a desirable lateral-resisting component for existing and new frame buildings.
ISSN:2076-3417
2076-3417
DOI:10.3390/app11125356