|
|||||
|
|
Experimental investigation of thin-walled concrete-filled steel tube columns with reinforced lattice angle |
|
| Affiliation: | 1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;2. Department of Structural Engineering, Tongji University, Shanghai 200092, China;3. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong;1. Department of Civil Engineering, Tsinghua University, Beijing, China;2. The Bjorhovde Group, Tucson, AZ, USA |
| Abstract: | Experimental investigation of thin-walled concrete-filled steel tube columns with reinforced lattice angle was conducted in this study. The lattice angle was designed to reinforce the concrete-filled steel tube columns by increasing the percentage of steel cross-sectional area. Column specimens having different lengths ranged from 500 mm to 3500 mm were tested. The behavior and strengths of concrete-filled steel tube columns with lattice angle were investigated. In addition, concrete-filled steel tube columns having the same size but without reinforced lattice angle were also tested for comparison. Material properties of the concrete and steel used in the test specimens were measured. The test strengths are compared with the design strengths calculated using the AISC Specification and Eurocode for the design of composite structural members. A new design method was also proposed for the concrete-filled steel tube columns with reinforced lattice angle. It is shown that the design predictions from the proposed method agree with test results well. |
| Keywords: | Concrete-filled steel tube columns Design Experimental investigation Reinforced lattice angle Thin-walled |
| 本文献已被 ScienceDirect 等数据库收录！ | |