Andrés Valiente
- Damage tolerance of the prestressing steel in a bridge stay-cable after thirty years of service in a graded, extremely adverse environment. Dans: Construction and Building Materials, v. 285 (mai 2021). (2021):
- Damage tolerance and failure analysis of tie-down cables after long service life in a cable-stayed bridge. Dans: Engineering Failure Analysis, v. 125 (juillet 2021). (2021):
- oEffect of environmentally assisted damage on fatigue resistance of tie-down cables after 30 years of service in a cable-stayed bridge. Dans: Engineering Failure Analysis, v. 126 (août 2021). (2021):
- Hydrogen Induced Damage in Heavily Cold-Drawn Wires of Lean Duplex Stainless Steel. Dans: Procedia Structural Integrity, v. 5 ( 2017). (2017):
- Effect of transversal loading on the fatigue life of cold-drawn duplex stainless steel. Dans: Procedia Structural Integrity, v. 13 ( 2018). (2018):
- Plastic hinge performance of repaired welded joints in steel structures. Dans: Procedia Structural Integrity, v. 13 ( 2018). (2018):
- Transverse load influence on tensile fatigue resistance of high-strength steel wires for structural applications in civil engineering. Dans: Procedia Structural Integrity, v. 17 ( 2019). (2019):
- Failure mechanisms in high-strength eutectoid and duplex stainless steel wires subjected to tensile and transverse loads. Dans: Procedia Structural Integrity, v. 17 ( 2019). (2019):
- Failure cause of bridge tie-down cables after 30 years of service. Dans: Procedia Structural Integrity, v. 28 ( 2020). (2020):
- Depósitos criogénicos de hormigón pretensado. Dans: Hormigón y acero, v. 39, n. 169 (4e trimestre 1988). (1988):
- Damage tolerance of cold drawn ferritic–austenitic stainless steels wires for prestressed concrete. Dans: Construction and Building Materials, v. 36 (novembre 2012). (2012):