Long-Term Performance of Two-Span Continuous Steel-Recycled Concrete Composite Beams

YOU Guangdi; LI Feng; ZHANG Qijun; WANG Qinghe; HAN Tao

doi:10.13204/j.gyjzG22070208

Volume 53 Issue 5

May 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(5): 124-131

YOU Guangdi, LI Feng, ZHANG Qijun, WANG Qinghe, HAN Tao. Long-Term Performance of Two-Span Continuous Steel-Recycled Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 124-131. doi: 10.13204/j.gyjzG22070208

Citation:

YOU Guangdi, LI Feng, ZHANG Qijun, WANG Qinghe, HAN Tao. Long-Term Performance of Two-Span Continuous Steel-Recycled Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 124-131. doi: 10.13204/j.gyjzG22070208

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Long-Term Performance of Two-Span Continuous Steel-Recycled Concrete Composite Beams

doi: 10.13204/j.gyjzG22070208

1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China;
2. China Construction Seventh Bureau Traffic Construction Co., Ltd., Zhengzhou 450004, China

Received Date: 2022-07-02

Abstract

Abstract

To study the influence of recycled coarse aggregate (RCA) on the long-term performance of two-span continuous steel-concrete composite beams, a nonlinear finite element model (FEM) was established based on ABAQUS software, considering the combined effects of concrete shrinkage and creep. The reliability of the simulation was verified by three group long-term test results of two-span continuous steel-concrete composite beams. Further, the parameters of two-span continuous steel-recycled concrete composite beams were analyzed, and the influence of each parameter on their long-term performance was quantified. The results showed that the maximum difference in the mid-span deflection of two-span composite beams between the FE results and the experimental results was 11.7%,and a 3.77% difference between the FE results of the negative bending moment of the middle bearing and the experimental results was obtained. The results show that when the RCA replacement ratio is 50% and 100%, the long-term deflection of the two-span continuous steel-concrete composite beam increases by 5.52%~9.72% and 12.98%~20.39%. When the specimens using reinforced concrete slab (under the influence of uniform shrinkage and creep) are replaced with open-end and closed-end composite slab (under the influence of non-uniform shrinkage and creep), the ratio of long-term deflection to instantaneous deflection is reduced by 8.04%~19.56%. Different shrinkage creep model should be selected for different floor slab types.
- recycled concrete,
- steel-concrete continuous composite beams,
- time-dependent behaviour,
- shrinkage,
- creep,
- finite element analysis

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References

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