María Victoria Biezma

Prof. María Victoria Biezma

University of Cantabria
orcid

Research Focus & Metrics

Academic Career Length

39Years (1988-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2016 in Materials Characterization
Verified
Journal Article
Open access
NLNuria Llorca-Isern
Nuria Llorca-Isern
HLHéctor López-Luque
Héctor López-Luque
ILIsabel López-Jiménez
Isabel López-Jiménez
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
The aim of this work is to find out the most suitable method for detecting and analyzing accurately the formation conditions of secondary phases, particularly Sigma-phase (σ-phase) and Chi-phase (χ-phase) in duplex stainless steels (UNS S32205 and UNS S32750). The microstructure was characterized after a solution annealing at 1080 °C followed by an isothermal heating at 830 °C for different time ranges, ranging from 1 min to 9 h, in order to enlighten the controversial point concerning the mechanism of χ-phase nucleation in relation with the σ-phase. Etched samples were observed using optical microscopy (MO), and scanning electron microscopy (FESEM) with a backscattered electron detector (BSE) was used on unetched samples. Compositional microanalysis (EDS) was carried out for identifying the different phases present in the steels. Sigma phase was easily observed using different etching procedures, whereas χ-phase was only clearly detected with FESEM–BSE on unetched samples. The compositional analyses showed that the molybdenum content in χ-phase almost doubles the content of this element in σ-phase, and as a result the kinetics of nucleation and growth were also found to be remarkably faster when the alloy content in the steel is higher. In addition, chromium nitrides and carbides were also observed to precipitate as a result of the heat treatments and, in the case of the chromium nitrides, they act as a favorable site for the nucleation of σ-phase and χ-phase.

1 March 2020 in Engineering Failure Analysis
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Journal Article
Closed access
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
MAM.A. Andrés
M.A. Andrés
DAD. Agudo
D. Agudo
EBE. Briz
E. Briz

16 October 2020 in Metals
Verified
Journal Article
Open access
PDF file
Carlos BerlangaCarlos Berlanga
Carlos Berlanga
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
Pedro J. RiveroPedro J. Rivero
Pedro J. Rivero
Research on corrosion resistance of cast aluminum alloys is reviewed in this article. The effect of the main microstructural features of cast aluminum alloys such as secondary dendrite arm spacing (SDAS), eutectic silicon morphology, grain size, macrosegregation, microsegregation, and intermetallic compounds is discussed. Moreover, the corrosion resistance of cast aluminum alloys obtained by modern manufacturing processes such as semi-solid and additive manufacturing are analyzed. Finally, the protective effects provided by different coatings on the aluminum cast alloys—such as anodized, plasma electrolytic oxidation (PEO), and laser—is reviewed. Some conclusions and future guidelines for future works are proposed.

1 April 2006 in Applied Thermal Engineering
Verified
Journal Article
Closed access
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
JCJ.R. San Cristóbal
J.R. San Cristóbal

1 October 2007 in Journal of Performance of Constructed Facilities
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Journal Article
Closed access
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
FSFrank Schanack
Frank Schanack
The study concerns bridge collapses focusing on metal structures. It is based on literature and news research, due to the lack of extensive compendiums of this unpleasing but important topic. At first, a short overview of the occidental history of metal bridges is given presenting the historic context for the described incidents. It is followed by a classification of the most common causes of bridge failure, which include structural and design deficiencies, corrosion, construction and supervision mistakes, accidental overload and impact, scour, lack of maintenance or inspection, and force majeure. Some significant historic examples are described. Changes and investigations initiated by the described cases are also mentioned. The work concludes that without the disaster that represents each bridge collapse, we would have neither the structural behavior knowledge nor the relatively high safety of today.

1 April 2021 in Engineering Failure Analysis
Verified
Journal Article
Closed access
María Victoria BiezmaMaría Victoria Biezma
María Victoria Biezma
UMU. Martin
U. Martin
PLP. Linhardt
P. Linhardt
JRJ. Ress
J. Ress
CRC. Rodríguez
C. Rodríguez
DBD.M. Bastidas
D.M. Bastidas