Mantas Atutis

Prof. Dr. Mantas Atutis

Marine Engineering, Klaipėda University, Klaipėda, Klaipėdos Miestas, Lithuania
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

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1 January 2018 in Composite Structures
Verified
Journal Article
Closed access
Mantas AtutisMantas Atutis
Mantas Atutis
JVJuozas Valivonis
Juozas Valivonis
EAEdgaras Atutis
Edgaras Atutis

1 December 2015 in Composite Structures
Verified
Journal Article
Closed access
Mantas AtutisMantas Atutis
Mantas Atutis
JVJuozas Valivonis
Juozas Valivonis
EAEdgaras Atutis
Edgaras Atutis

1 October 2018 in Composite Structures
Verified
Journal Article
Closed access
Mantas AtutisMantas Atutis
Mantas Atutis
JVJuozas Valivonis
Juozas Valivonis
EAEdgaras Atutis
Edgaras Atutis

1 January 2018 in Composite Structures
Verified
Journal Article
Closed access
EAEdgaras Atutis
Edgaras Atutis
JVJuozas Valivonis
Juozas Valivonis
Mantas AtutisMantas Atutis
Mantas Atutis

1 July 2015 in Advances in Mechanical Engineering
Verified
Journal Article
Open access
Juozas ValivonisJuozas Valivonis
Juozas Valivonis
MBMarius Budvytis
Marius Budvytis
Mantas AtutisMantas Atutis
Mantas Atutis
EAEdgaras Atutis
Edgaras Atutis
LJLinas Juknevičius
Linas Juknevičius
This article is aimed to investigate the shear resistance of the beams reinforced with fiber-reinforced polymer stirrups. Together with theoretical analysis of the existing shear resistance provisions in design codes and literature, an experimental research was performed. During the experimental investigation, four doubly reinforced rectangular concrete beams were designed, produced, and tested to failure. A new analytical calculation method (including, but not limited to statistical validation) to investigate the shear response of fiber-reinforced polymer–reinforced concrete beams has been developed. A database with 102 beams was compiled, in order to evaluate the guideline provisions and proposed analytical calculation method. The experimental results were compared with theoretical results obtained by the proposed analytical calculation method. Correlation between analytical and experimental results is more accurate than using the existing provisions in design codes and literature for fiber-reinforced polymer–reinforced concrete beams.

1 January 2017 in Procedia Engineering
Verified
Journal Article
Open access
EAEdgaras Atutis
Edgaras Atutis
Mantas AtutisMantas Atutis
Mantas Atutis
MBMarius Budvytis
Marius Budvytis
JVJuozas Valivonis
Juozas Valivonis