000 | 01756 a a2200265 04500 | ||
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001 | 12425 | ||
003 | CoBo-ECI | ||
005 | 20230124115221.0 | ||
008 | 151008b xxu||||| |||| 00| 0 eng d | ||
020 | _aISSN1520295x | ||
082 | 0 |
_a624.1776 _bD874c |
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100 | 4 | 0 |
_aDusicka, Peter _923477 |
245 | 0 |
_aCyclic Response An Low Cycle Fatigue Characteristics Of Plate Steel/ _cPeter Dusicka ;Ahmad M. Itani and Ian G. Buckle |
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260 | 4 |
_aNew York: _bUniversity at Buffalo _c2006 |
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300 | 4 | _a69 p. | |
504 | 4 | _aIncluye bibliografía p. 45 | |
505 | 4 | _aDue to the lack of experimental data on the stress-strain behavior of specialty steels and conventional grade steels, a comprehensive study on the stress-strain and low cycle fatigue properties was conducted. The purpose of this study was to evaluate the stress-stain characteristics of plate steels subjected to repeated cyclic plastic deformations. The steel grades ranged from high performance steel HPS 485MPa to low yield point steel LYP Grade 100 MPa. Of specific interest was the cyclic stress as measured relative to the yield strength and the variability of the achieved stresses across the different steel grades. In addition, low cycle fatigue characteristics were desired to compare the fatigue life. The experimental results showed that all of the steels would be suitable for earthquake engineering applications, although the effects of welding or multi-axial stresses were not considered | |
650 |
_aESFUERZOS Y DEFORMACIONES _92521 |
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650 |
_92728 _aACERO |
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650 |
_92728 _aACERO |
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650 |
_91147 _aINGENIERÍA SÍSMICA |
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700 | 4 | 0 |
_aItani, Ahmad M. _aBuckle, Ian G. _923479 |
942 |
_2ddc _cBK |
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999 |
_c11097 _d11097 |