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| Content Provider | Springer Nature Link |
|---|---|
| Author | Bhatti, Abdul Qadir Kishi, rimitsu Mikami, H. |
| Copyright Year | 2010 |
| Abstract | In order to establish a simple and rational impact response analysis method for lightweight aggregate reinforced concrete (RC) beams, three-dimensional elasto-plastic finite element analysis was conducted for shear-failure type RC beams under falling-weight impact loading. The, tensile strength of concrete was assumed as 1/16th of the compressive one. An applicability of the proposed analysis method was confirmed by comparing with the experimental results of twelve beams. From this study, following results were obtained: (1) three response wave configurations: impact force; reaction force; and mid-span displacement, and crack patterns can be rationally predicted by using proposed analysis method; and (2) maximum response values of impact force, reaction force, and displacement can be estimated considering 20, 20, and 10% safety margin, respectively. |
| Starting Page | 221 |
| Ending Page | 231 |
| Page Count | 11 |
| File Format | |
| ISSN | 13595997 |
| Journal | Materials and Structures |
| Volume Number | 44 |
| Issue Number | 1 |
| e-ISSN | 18716873 |
| Language | English |
| Publisher | Springer Netherlands |
| Publisher Date | 2010-05-04 |
| Publisher Place | Dordrecht |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Lightweight aggregate concrete RC beam Impact response analysis Falling-weight impact test Building Materials Civil Engineering Operating Procedures, Materials Treatment Theoretical and Applied Mechanics Materials Science Structural Mechanics |
| Content Type | Text |
| Resource Type | Article |
| Subject | Building and Construction Mechanics of Materials Materials Science Civil and Structural Engineering |
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