Axial compressive performance of concrete-filled UHPC tubular columns reinforced with self-prestressed Fe-SMA spiral stirrups
This study investigates the axial compressive behavior of an innovative composite column comprising a prefabricated ultra-high performance concrete (UHPC) tube reinforced with self-prestressed iron-based shape memory alloy (Fe-SMA) spiral stirrups and cast-in-place ordinary concrete. Embedding Fe-SM...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-07-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525006771 |
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| Summary: | This study investigates the axial compressive behavior of an innovative composite column comprising a prefabricated ultra-high performance concrete (UHPC) tube reinforced with self-prestressed iron-based shape memory alloy (Fe-SMA) spiral stirrups and cast-in-place ordinary concrete. Embedding Fe-SMA spirals within UHPC tubes during autoclave curing simultaneously activates the self-prestressing effect, enhancing UHPC’s mechanical properties and imposing active circumferential confinement. Experimental tests were conducted on 24 specimens to evaluate the effects of Fe-SMA prestress levels, stirrup spacing, and curing methods. Results revealed that the self-prestressed Fe-SMA reinforced composite columns exhibited superior axial load-bearing capacity (up to 3694 kN), elastic modulus and ductility compared to non-prestressed counterparts. The self-prestressed Fe-SMA spirals effectively mitigate the inherent brittleness of UHPC, delay crack propagation, and promote strain-softening behavior. Compared to non-prestressed Fe-SMA-confined specimens, the compressive deformation capacity and hoop stiffness are improved by 28.15 % and 15.77 %, respectively. Notably, reducing Fe-SMA stirrup spacing effectively enhances confinement efficiency, while autoclave curing improves compressive strength by 17–31 % over natural curing. A calculation method is proposed to predict the ultimate load-bearing capacity of the composite columns, which closely matches experimental results, with errors below 10 %. This research validates the feasibility of the proposed composite system, offering a cost-effective and durable solution for prefabricated structural columns in marine and cross-sea bridge engineering. |
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| ISSN: | 2214-5095 |