TY - GEN
T1 - Verification of the ultrasonic qualification for structural integrity of partially concrete embedded steel elements
AU - López, J. Aifredo
AU - Carrión, Francisco J.
AU - Quintana, Juan A.
AU - Samayoa, Didier
AU - Lomeli, María G.
AU - Orozco, Pablo R.
PY - 2009
Y1 - 2009
N2 - Failure of one upper anchorage element in a cable-stayed bridge and its consequent analysis concluded that the main cause of the failure was a deficient heat treatment that resulted in large micro structural grain size and low fracture toughness, vulnerable to fatigue damage. Previous research studies demonstrated that ultrasonic evaluation could provide some insight of the microstructural integrity by correlating the ultrasonic response to the grain size. Thus, this technique was used to inspect the 112 elements in service in the bridge and 16 were qualified as structurally deficient, without direct verification of the grain size, since these elements were partially embedded in the concrete structure. Late rehabilitation of the bridge considered the replacement of the 16 structural deficient anchorage elements, plus 4 elements qualified in good condition, to complete a reliability analysis for the remaining 92 elements from the statistical mechanical properties of the removed pieces. Rehabilitation made possible the confirmation of the initial diagnosis made by ultrasonic inspection and fatigue cracks were identified in some elements. This study demonstrated that the ultrasonic non destructive evaluation is highly reliable for structural integrity qualification of steel structural elements partially embedded in concrete.
AB - Failure of one upper anchorage element in a cable-stayed bridge and its consequent analysis concluded that the main cause of the failure was a deficient heat treatment that resulted in large micro structural grain size and low fracture toughness, vulnerable to fatigue damage. Previous research studies demonstrated that ultrasonic evaluation could provide some insight of the microstructural integrity by correlating the ultrasonic response to the grain size. Thus, this technique was used to inspect the 112 elements in service in the bridge and 16 were qualified as structurally deficient, without direct verification of the grain size, since these elements were partially embedded in the concrete structure. Late rehabilitation of the bridge considered the replacement of the 16 structural deficient anchorage elements, plus 4 elements qualified in good condition, to complete a reliability analysis for the remaining 92 elements from the statistical mechanical properties of the removed pieces. Rehabilitation made possible the confirmation of the initial diagnosis made by ultrasonic inspection and fatigue cracks were identified in some elements. This study demonstrated that the ultrasonic non destructive evaluation is highly reliable for structural integrity qualification of steel structural elements partially embedded in concrete.
KW - And ultrasonic evaluation
KW - Damage
KW - Microstructural qualification
KW - Structural integrity
UR - http://www.scopus.com/inward/record.url?scp=70349296905&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/amr.65.69
DO - 10.4028/www.scientific.net/amr.65.69
M3 - Contribución a la conferencia
SN - 9780878493302
T3 - Advanced Materials Research
SP - 69
EP - 78
BT - 17th International Materials Research Congress; from the 17th International Materials Research Congress, Symposium 11, Fracture Mechanics
PB - Trans Tech Publications
T2 - 9th Edition of the Symposium Fracture Mechanics; Held within the Activities of the 17th International Materials Research Congress, IMRC
Y2 - 18 August 2008 through 21 August 2008
ER -