原文传递
Flexural Behavior of Concrete-Filled Double-Skin Tubes Subject to Blast Loading
| 题名： | Flexural Behavior of Concrete-Filled Double-Skin Tubes Subject to Blast Loading |
| 其他题名： | Aghdamy,S.,D.P.Thambiratnam,and M.Dhanasekar.2016a."Experimental investigation on lateral impact response of concrete-filled double-skin tube columns using horizontal-impact-testing system."Exp.Mech.56(7):1133-1153.https://doi.org/10.1007/s11340-016-0156-z. |
| 正文语种： | 英文 |
| 作者： | Cameron B. Ritchie |
| 关键词： | Concrete-filled double-skin tube;Hollow structural section;Rectangular hollow section;Cold-formed steel;Blast; Field testing; Single-degree-of-freedom analysis; Explicit finite-element analysis; Parametric study |
| 摘要： | Large-scale tests on concrete-filled double-skin tubes, composed of pairs of concentric cold-formed rectangular hollow section members with the annulus between them filled with grout, are performed under air-blast loading. The recorded data from the field tests, along with further laboratory experimentation, are used to validate numerical models developed for single-degree-of-freedom and explicit finiteelement analysis. The influence of several key variables on the response of concrete-filled double-skin tubes is ascertained by means of a parametric study. Overall, the ultimate moment capacity is found to have a stronger influence on the response than do mass, stiffness, hollowness ratio, or confinement factor. The results of this investigation are used to provide design guidance for the use of these members in protective design applications. |
| 出版年： | 2018 |
| 论文唯一标识： | P-26Y2018V144N07011 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0002064 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 144 |
| 期： | 07 |
| 页码： | 119-137 |
相关文献
- Fire Resistance of Axially and Rotationally Restrained Concrete-Filled Double-Skin and Double-Tube Hollow Steel Columns
- Concrete-Filled Circular Steel Tubes with a Timber Infill under Axial Compression
- Dual-Hazard Blast and Seismic Behavior of Concrete-Filled Double-Skin Steel Tubes Bridge Pier
- Experimental and Theoretical Studies of Hexagonal UHPC-Filled Double-Skin Steel Tubular Columns under Combined Compression and Bending
- Investigation of Concrete-Filled Double-Skin Steel Tubular Columns with Ultrahigh-Strength Steel
- Mechanical Performance of Circular Ultrahigh-Performance Concrete-Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression
检索历史
应用推荐
