Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate
This paper analyzes the influence of outer diameter of steel tube, wall thickness of steel tube, steel strength and concrete strength on the axial bearing capacity of short columns reinforced by circular steel tube and ultra high performance concrete with coarse aggregate (UHPC-CA) by orthogonal tes...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | zho |
| Published: |
Editorial Office of Pearl River
2021-01-01
|
| Series: | Renmin Zhujiang |
| Subjects: | |
| Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.02.009 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841535628845514752 |
|---|---|
| author | TANG Jiajun WANG Tan LI Jiuyang |
| author_facet | TANG Jiajun WANG Tan LI Jiuyang |
| author_sort | TANG Jiajun |
| collection | DOAJ |
| description | This paper analyzes the influence of outer diameter of steel tube, wall thickness of steel tube, steel strength and concrete strength on the axial bearing capacity of short columns reinforced by circular steel tube and ultra high performance concrete with coarse aggregate (UHPC-CA) by orthogonal test. The results show that: The influence of various factors on the axial bearing capacity of short columns reinforced by circular steel tube and UHPC-CA is in the order of steel tube outer diameter > steel strength > steel tube wall thickness > concrete strength. The axial bearing capacity increases with the increase of outer diameter, wall thickness and strength of the steel tube, decreases slightly first and then increases gradually with the increase of UHPC-CA strength, and increases with the increase of hoop coefficient. With the increase of the diameter-thickness ratio, the axial bearing capacity of Q235 steel short columns decreases, while that of Q345 and Q390 steel short columns increases. |
| format | Article |
| id | doaj-art-725f9b3d2f374b6fb838adae67802aa2 |
| institution | Kabale University |
| issn | 1001-9235 |
| language | zho |
| publishDate | 2021-01-01 |
| publisher | Editorial Office of Pearl River |
| record_format | Article |
| series | Renmin Zhujiang |
| spelling | doaj-art-725f9b3d2f374b6fb838adae67802aa22025-01-15T02:29:51ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352021-01-014247648986Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse AggregateTANG JiajunWANG TanLI JiuyangThis paper analyzes the influence of outer diameter of steel tube, wall thickness of steel tube, steel strength and concrete strength on the axial bearing capacity of short columns reinforced by circular steel tube and ultra high performance concrete with coarse aggregate (UHPC-CA) by orthogonal test. The results show that: The influence of various factors on the axial bearing capacity of short columns reinforced by circular steel tube and UHPC-CA is in the order of steel tube outer diameter > steel strength > steel tube wall thickness > concrete strength. The axial bearing capacity increases with the increase of outer diameter, wall thickness and strength of the steel tube, decreases slightly first and then increases gradually with the increase of UHPC-CA strength, and increases with the increase of hoop coefficient. With the increase of the diameter-thickness ratio, the axial bearing capacity of Q235 steel short columns decreases, while that of Q345 and Q390 steel short columns increases.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.02.009ultra high performance concrete with coarse aggregate (UHPC-CA)circular steel tubeaxial bearing capacityhoop coefficientdiameter-thickness ratio |
| spellingShingle | TANG Jiajun WANG Tan LI Jiuyang Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate Renmin Zhujiang ultra high performance concrete with coarse aggregate (UHPC-CA) circular steel tube axial bearing capacity hoop coefficient diameter-thickness ratio |
| title | Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate |
| title_full | Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate |
| title_fullStr | Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate |
| title_full_unstemmed | Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate |
| title_short | Orthogonal Analysis of Axial Bearing Capacity of Short Columns Reinforced by Circular Steel Tube and Ultra High Performance Concrete with Coarse Aggregate |
| title_sort | orthogonal analysis of axial bearing capacity of short columns reinforced by circular steel tube and ultra high performance concrete with coarse aggregate |
| topic | ultra high performance concrete with coarse aggregate (UHPC-CA) circular steel tube axial bearing capacity hoop coefficient diameter-thickness ratio |
| url | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.02.009 |
| work_keys_str_mv | AT tangjiajun orthogonalanalysisofaxialbearingcapacityofshortcolumnsreinforcedbycircularsteeltubeandultrahighperformanceconcretewithcoarseaggregate AT wangtan orthogonalanalysisofaxialbearingcapacityofshortcolumnsreinforcedbycircularsteeltubeandultrahighperformanceconcretewithcoarseaggregate AT lijiuyang orthogonalanalysisofaxialbearingcapacityofshortcolumnsreinforcedbycircularsteeltubeandultrahighperformanceconcretewithcoarseaggregate |