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