| contributor author | Helen Bartsch | |
| contributor author | Felix Eyben | |
| contributor author | Gesa Pauli | |
| contributor author | Simon Schaffrath | |
| contributor author | Markus Feldmann | |
| date accessioned | 2022-01-31T23:49:24Z | |
| date available | 2022-01-31T23:49:24Z | |
| date issued | 6/1/2021 | |
| identifier other | %28ASCE%29ST.1943-541X.0003038.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4270412 | |
| description abstract | This work deals with experimental and numerical investigations on the rotation capacity of high-strength steel (HSS) I-girders. The investigation involved 20 three-point bending tests conducted on mainly homogeneous and hybrid high-strength steel girders. The experimental tests have successfully been recalculated numerically considering damage mechanics approaches to model ductile crack initiation. The test of the high-strength steel beams showed that they are able to withstand large rotations with maintaining the plastic-moment capacity. The rotation requirement of Eurocode (EC) 3, doubtful as it might seem, was achieved by 16 of 18 HSS girders. | |
| publisher | ASCE | |
| title | Experimental and Numerical Investigations on the Rotation Capacity of High-Strength Steel Beams | |
| type | Journal Paper | |
| journal volume | 147 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0003038 | |
| journal fristpage | 04021067-1 | |
| journal lastpage | 04021067-12 | |
| page | 12 | |
| tree | Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 006 | |
| contenttype | Fulltext | |
