Axial Fatigue of Multilayered StrandsSource: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010Author:Mohammed Raoof
DOI: 10.1061/(ASCE)0733-9399(1990)116:10(2083)Publisher: American Society of Civil Engineers
Abstract: Previously reported orthotopic sheet theory is used for obtaining estimates of interwire/interlayer contact stresses throughout realistic pretensioned multilayered structural strands. These data are used in conjunction with axial fatigue data on single wires to develop a theoretical model that predicts axial fatigue life of strands (under constant amplitude cyclic loading) from first principles. The theoretical interlayer slippage over the individual points of contact between cross‐laid layers is addressed, which takes interwire friction into account. The match between the theoretical predictions and experimental fatigue data is very encouraging. Numerical examples suggest that cable axial fatigue life depends on the type of strand construction. The level of mean axial load appears to have a modest effect on the cable stress range versus fatigue life (S‐N) curves. For a given wire material, the endurance limit is found to increase with increasing level of mean axial load, becoming practically constant for mean axial loads greater than 40% of the cable maximum breaking load. Different types of cable construction are found to possess significantly different levels of endurance limit.
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| contributor author | Mohammed Raoof | |
| date accessioned | 2017-05-08T22:28:32Z | |
| date available | 2017-05-08T22:28:32Z | |
| date copyright | October 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9399%281990%29116%3A10%282083%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81230 | |
| description abstract | Previously reported orthotopic sheet theory is used for obtaining estimates of interwire/interlayer contact stresses throughout realistic pretensioned multilayered structural strands. These data are used in conjunction with axial fatigue data on single wires to develop a theoretical model that predicts axial fatigue life of strands (under constant amplitude cyclic loading) from first principles. The theoretical interlayer slippage over the individual points of contact between cross‐laid layers is addressed, which takes interwire friction into account. The match between the theoretical predictions and experimental fatigue data is very encouraging. Numerical examples suggest that cable axial fatigue life depends on the type of strand construction. The level of mean axial load appears to have a modest effect on the cable stress range versus fatigue life (S‐N) curves. For a given wire material, the endurance limit is found to increase with increasing level of mean axial load, becoming practically constant for mean axial loads greater than 40% of the cable maximum breaking load. Different types of cable construction are found to possess significantly different levels of endurance limit. | |
| publisher | American Society of Civil Engineers | |
| title | Axial Fatigue of Multilayered Strands | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 10 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1990)116:10(2083) | |
| tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010 | |
| contenttype | Fulltext |