Investigation Progressive Collapse of K-Model Steel Truss Bridge under Additional Live Load Following Bridge Repairs | ||
| AUT Journal of Civil Engineering | ||
| دوره 6، شماره 2، تابستان 2022، صفحه 191-204 اصل مقاله (924.63 K) | ||
| نوع مقاله: Research Article | ||
| شناسه دیجیتال (DOI): 10.22060/ajce.2022.20830.5781 | ||
| نویسندگان | ||
| Seyedeh Soha Jorfi1؛ Farhad Abbas Gandomkar* 2 | ||
| 1Civil Engineering Department, ACECR Institute of Higher Education, Khuzestan, Iran. | ||
| 2Department of Structure, Faculty of Civil Engineering, Jundi-Shapur University of Technology, Dezful, Iran. | ||
| چکیده | ||
| The main purpose of this study is to investigate the progressive collapse of the K-truss Bridge under additional live load caused by bridge repairs. In this case, the effect of several parameters such as length of members, bridge span ratio, steel grade, and load cases, were evaluated. The initial design of the bridge models was carried out using AASHTO LRFD Bridge Design Specifications. Bridge models were constructed with two different span ratios: bridge Model A with a common ratio of 1:2:1, and bridge Model B with a 1:1.3:1 span ratio. The results were obtained by a numerical finite element method using SAP2000 software. Results showed that the 1:1.3:1 span ratio is a more reasonable ratio for K-truss bridges. In all conditions, models with a span ratio of 1:1.3:1 had higher ultimate strength and more bearing capacity. In all load cases, models with a member length of 6m and a total height of 12m reduced the load-bearing capacity before reaching the yield displacement. Different lengths were provided for horizontal and vertical members of the trusses. Models with four-meter lengths had a higher bearing capacity than the three and six-meter models. The collapse process was different depending on the model details. All bridge models collapsed due to the buckling of the compression members. | ||
| کلیدواژهها | ||
| Progressive collapse؛ Steel bridge؛ K-Truss؛ Non-linear static analysis؛ Bridge repair load | ||
| مراجع | ||
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