Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Maricely De Abreu"'
Publikováno v:
Procedia Structural Integrity. 37:203-208
Publikováno v:
Procedia Structural Integrity. 42:602-607
Publikováno v:
Procedia Structural Integrity. 28:39-44
The paper approaches the sensitivity to stress corrosion cracking of zinc-coated, high-strength, eutectoid steel wires extracted from collapsed prestressing strands after 30 years of service as tie-down cables of a cable-stayed bridge. The observed d
Publikováno v:
Engineering Failure Analysis. 102:417-424
The research addresses the failure behavior of a high-strength lean duplex stainless steel wire simultaneously subjected to static transversal and static and cyclic axial loadings. Such bi-axial loadings are experienced by the wires when incorporated
Publikováno v:
Procedia Structural Integrity. 17:434-439
Multi-wire strands are the most common resistant element for structural tendons used in a wide range of applications. The tendons are designed to withstand high tensile loads, but they can also be subjected to permanent or accidental transverse loads
Publikováno v:
Procedia Structural Integrity. 17:618-623
Cold-drawn duplex stainless steel is an alternative to cold-drawn eutectoid steel to prevent the stress corrosion cracking risk in strands for structural uses as concrete prestressing and strand-tendons of cable stayed bridges. These possible applica
Publikováno v:
Engineering Failure Analysis. 137:106322
Publikováno v:
Theoretical and Applied Fracture Mechanics. 117:103205
Publikováno v:
Engineering Failure Analysis. 91:516-526
Wire manufactures have recently started to produce a less-expensive class of high-strength wires referred to as lean-duplex. They are more attractive to the construction industry, which seeks alternatives to eutectoid prestressing steel and are able
Publikováno v:
Procedia Structural Integrity. 13:584-589
The paper gives new insights on failure behavior of high-strength, heavily cold-drawn duplex stainless steel wires when simultaneously subjected to static transverse and longitudinal loadings, with the latter ones being of a fully tensile or cyclic n