Experimental research on seismic performance of hybrid connected prefabricated composite columns
Ensuring the reliability of the joint of prefabricated composite columns is crucial for the overall performance of assembled steel–concrete composite structures. Hybrid connected prefabricated composite columns, utilizing the steel pipe connection with post-tensioning connection, was proposed to enh...
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| Veröffentlicht in: | Materials and structures 2024-07, Vol.57 (6), Article 138 |
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| container_title | Materials and structures |
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| creator | Zhu, Zhangfeng Jin, Pengcheng Zheng, Yongfeng Zhang, Baoqian |
| description | Ensuring the reliability of the joint of prefabricated composite columns is crucial for the overall performance of assembled steel–concrete composite structures. Hybrid connected prefabricated composite columns, utilizing the steel pipe connection with post-tensioning connection, was proposed to enhance the joint integrity. Horizontal low-cyclic repeated loading test was performed on one cast-in-place specimen and three precast specimens with varying steel pipes. The precast specimens exhibited higher load carrying capacity, stiffness and ductility properties along with comparable energy consumption capacity, compared to the cast-in-place specimen. The impact of parameters such as sectional dimension and anchorage length of the steel pipe, thickness of cover plates, and post-tensioning stress, was also examined based on the experimental results and corresponding finite element analysis. |
| doi_str_mv | 10.1617/s11527-024-02415-w |
| format | Article |
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Hybrid connected prefabricated composite columns, utilizing the steel pipe connection with post-tensioning connection, was proposed to enhance the joint integrity. Horizontal low-cyclic repeated loading test was performed on one cast-in-place specimen and three precast specimens with varying steel pipes. The precast specimens exhibited higher load carrying capacity, stiffness and ductility properties along with comparable energy consumption capacity, compared to the cast-in-place specimen. 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Hybrid connected prefabricated composite columns, utilizing the steel pipe connection with post-tensioning connection, was proposed to enhance the joint integrity. Horizontal low-cyclic repeated loading test was performed on one cast-in-place specimen and three precast specimens with varying steel pipes. The precast specimens exhibited higher load carrying capacity, stiffness and ductility properties along with comparable energy consumption capacity, compared to the cast-in-place specimen. The impact of parameters such as sectional dimension and anchorage length of the steel pipe, thickness of cover plates, and post-tensioning stress, was also examined based on the experimental results and corresponding finite element analysis.</description><subject>Bearing strength</subject><subject>Building Materials</subject><subject>Cast in place</subject><subject>Civil Engineering</subject><subject>Composite columns</subject><subject>Composite structures</subject><subject>Concrete pipes</subject><subject>Cover plates</subject><subject>Cyclic loads</subject><subject>Ductility tests</subject><subject>Energy consumption</subject><subject>Engineering</subject><subject>Finite element method</subject><subject>Load carrying capacity</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials Science</subject><subject>Original Article</subject><subject>Post-tensioning</subject><subject>Prefabricated buildings</subject><subject>Processes</subject><subject>Repeated loading</subject><subject>Seismic response</subject><subject>Solid Mechanics</subject><subject>Steel pipes</subject><subject>Structural reliability</subject><subject>Theoretical and Applied Mechanics</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9UElLAzEYDaJgrf4BTwHPo1km21FKXaDgRc8xzWKndJIxmVL7702t4M3Dx7e99y0PgGuMbjHH4q5gzIhoEGkPhlmzOwETLAVuuBT0tMaUqYYpJc7BRSlrhKjCmEzA-_xr8LnrfRzNBmZfvMl2BVOExXel7yys7ZByb6L1MAW42i9z56BNMXo7egeH7IOpNWsOmU39kEo3-hpttn0sl-AsmE3xV79-Ct4e5q-zp2bx8vg8u180liA0NrwlwTJHlSCGOi69JEFIF5znTHFDl1y1ihJMZAjCtg6xYBxpubCyFRK1dApujnOHnD63vox6nbY51pWaIkk4UkySiiJHlM2plHq5HurzJu81RvqgpD4qqauK-kdJvaskeiSVCo4fPv-N_of1DUnReHA</recordid><startdate>20240701</startdate><enddate>20240701</enddate><creator>Zhu, Zhangfeng</creator><creator>Jin, Pengcheng</creator><creator>Zheng, Yongfeng</creator><creator>Zhang, Baoqian</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-8832-6026</orcidid></search><sort><creationdate>20240701</creationdate><title>Experimental research on seismic performance of hybrid connected prefabricated composite columns</title><author>Zhu, Zhangfeng ; 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Hybrid connected prefabricated composite columns, utilizing the steel pipe connection with post-tensioning connection, was proposed to enhance the joint integrity. Horizontal low-cyclic repeated loading test was performed on one cast-in-place specimen and three precast specimens with varying steel pipes. The precast specimens exhibited higher load carrying capacity, stiffness and ductility properties along with comparable energy consumption capacity, compared to the cast-in-place specimen. The impact of parameters such as sectional dimension and anchorage length of the steel pipe, thickness of cover plates, and post-tensioning stress, was also examined based on the experimental results and corresponding finite element analysis.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-024-02415-w</doi><orcidid>https://orcid.org/0000-0002-8832-6026</orcidid></addata></record> |
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| subjects | Bearing strength Building Materials Cast in place Civil Engineering Composite columns Composite structures Concrete pipes Cover plates Cyclic loads Ductility tests Energy consumption Engineering Finite element method Load carrying capacity Machines Manufacturing Materials Science Original Article Post-tensioning Prefabricated buildings Processes Repeated loading Seismic response Solid Mechanics Steel pipes Structural reliability Theoretical and Applied Mechanics |
| title | Experimental research on seismic performance of hybrid connected prefabricated composite columns |
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