Explore the words cloud of the SusFRPRC project. It provides you a very rough idea of what is the project "SusFRPRC" about.
The following table provides information about the project.
VILNIAUS GEDIMINO TECHNIKOS UNIVERSITETAS
|Coordinator Country||Lithuania [LT]|
|Total cost||130˙779 €|
|EC max contribution||130˙779 € (100%)|
1. H2020-EU.1.3.2. (Nurturing excellence by means of cross-border and cross-sector mobility)
|Duration (year-month-day)||from 2017-04-06 to 2019-04-05|
Take a look of project's partnership.
|1||VILNIAUS GEDIMINO TECHNIKOS UNIVERSITETAS||LT (VILNIUS)||coordinator||130˙779.00|
The corrosion problem of steel reinforcement severely limits the life-cycle sustainability of conventional reinforced concrete structures. This proposal focuses on the use of corrosion-free fibre-reinforced polymer (FRP) reinforcing bars in lieu of steel reinforcing bars in concrete structures. Due to the currently incomplete understanding of serviceability aspects of FRP reinforced concrete (FRP-RC) structures, the existing design guidelines are not comprehensive, and this restricts the applications of FRP-RC in real-life. The proposed project will investigate the fundamental issues of serviceability, fracture mechanics and time-dependent effects of FRP-RC to enable its practical usage. The objectives encompass experimental investigation of deformation characteristics of FRP-RC specimens, derivation of constitutive models and establishment of deformation capacity of FRP-RC members, formulation of design guidelines in serviceability and development of design aids for use by practising engineers. A number of first-time-in-the-world techniques initiated by the applicant researcher, Dr. Pui-Lam NG and the host supervisor, Prof. Gintaris KAKLAUSKAS of Vilnius Gediminas Technical University (VGTU) will be employed in the project. The expertise areas of the researcher and the host are highly complementary and there will be substantial two-way transfer of knowledge. The researcher and the host propose to undertake the project with partner organisations University of Minho led by Prof. Joaquim A.O. BARROS, and University of Cambridge led by Prof. Chris BURGOYNE, in 24 months duration. Measures to disseminate the research findings to the academic and engineering communities and communicate the results to the general public have been formulated. A detailed work plan of research activities, deployment of manpower and resources, contingency plan for risk mitigation, and availability of research infrastructure have been duly addressed to enable effective delivery of the project.
|year||authors and title||journal||last update|
Gintaris Kaklauskas, Regimantas Ramanauskas, Pui-Lam Ng
PREDICTING CRACK SPACING OF REINFORCED CONCRETE TENSION MEMBERS USING STRAIN COMPLIANCE APPROACH WITH DEBONDING
published pages: 422-430, ISSN: 1392-3730, DOI: 10.3846/jcem.2019.9871
|JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 25/5||2019-09-06|
Viktor Gribniak, Vytautas Tamulenas, Pui-Lam Ng, Aleksandr K. Arnautov, Eugenijus Gudonis, Ieva Misiunaite
Mechanical Behavior of Steel Fiber-Reinforced Concrete Beams Bonded with External Carbon Fiber Sheets
published pages: 666, ISSN: 1996-1944, DOI: 10.3390/ma10060666
P L Ng, G X Guan, A K H Kwan
Role of reinforcement couplers in serviceability performance of concrete members
published pages: 12103, ISSN: 1757-8981, DOI: 10.1088/1757-899x/251/1/012103
|IOP Conference Series: Materials Science and Engineering 251||2019-09-06|
Puiâ€Lam Ng, Viktor Gribniak, Ronaldas Jakubovskis, Arvydas Rimkus
Tension stiffening approach for deformation assessment of flexural reinforced concrete members under compressive axial load
published pages: 1-13, ISSN: 1464-4177, DOI: 10.1002/suco.201800286
|Structural Concrete 20||2019-09-06|
Ng, P.L., Ma, F.J. and Kwan, A.K.H.
Crack analysis of reinforced concrete members with and without the crack queuing algorithm
published pages: 43-54, ISSN: 1598-6217, DOI: 10.12989/sem.2019.70.1.043
|Structural Engineering and Mechanics 70/1||2019-09-06|
Viktor Gribniak, Ronaldas Jakubovskis, Arvydas Rimkus, Pui-Lam Ng, David Hui
Experimental and numerical analysis of strain gradient in tensile concrete prisms reinforced with multiple bars
published pages: 572-583, ISSN: 0950-0618, DOI: 10.1016/j.conbuildmat.2018.07.152
|Construction and Building Materials 187||2019-09-06|
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The information about "SUSFRPRC" are provided by the European Opendata Portal: CORDIS opendata.
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