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Goyal, Shweta
- Acoustic emission-based mathematical procedure for quantification of rebar corrosion in reinforced concrete
Abstract Views :252 |
PDF Views:90
Authors
Shilpa Patil
1,
Shweta Goyal
2
Affiliations
1 Department of Civil Engineering, Vishwakarma Institute of Information Technology, Pune 411 048, IN
2 Department of Civil Engineering, Thapar University, Patiala 147 004, IN
1 Department of Civil Engineering, Vishwakarma Institute of Information Technology, Pune 411 048, IN
2 Department of Civil Engineering, Thapar University, Patiala 147 004, IN
Source
Current Science, Vol 109, No 5 (2015), Pagination: 943-948Abstract
One of the most important causes for deterioration of reinforced concrete structures is corrosion of steel rebar in concrete. Acoustic emission (AE) technique is reported as an effective non-destructive tool for qualitatively identifying the onset of rebar corrosion. The applicability of AE for quantitative assessment of rebar corrosion in concrete is investigated here. Statistical analysis of experimental results under accelerated corrosion confirmed a promising relationship between gravimetrical rebar mass loss and AE measurement. The efficacy of the developed mathematical model was further confirmed under realistic prolonged corrosion exposure. Thus, a new procedure has been developed for quantification of rebar corrosion through experimental verification.Keywords
Acoustic emission, corrosion, mathematical modelling, non-destructive testing, reinforced concreteReferences
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- Pultruded Fibre Reinforced Polymer Planks as Stay-In-Place Formwork for Concrete Structures
Abstract Views :319 |
PDF Views:91
Authors
Affiliations
1 Department of Civil Engineering, Thapar University, Patiala 147 001, IN
2 Department of Civil Engineering, Curtin University, Perth, WA 6102, AU
1 Department of Civil Engineering, Thapar University, Patiala 147 001, IN
2 Department of Civil Engineering, Curtin University, Perth, WA 6102, AU
Source
Current Science, Vol 113, No 02 (2017), Pagination: 245-252Abstract
A feasibility study in which a pultruded fibre reinforced polymer (FRP) plank was used as stay-in-place (SIP) form serving as formwork during wet stage and as reinforcement during hardened stage is presented here. First, the strength and stiffness of the FRP plank serving as formwork for concrete casting under construction stage was verified by sand-filling test. Then shear tests were carried out to develop proper bond technique between FRP and concrete, so that they can perform as composite structural member. Thirdly, static tests on beams were conducted to evaluate the load-carrying capacity and failure modes of the proposed hybrid beam. The overall investigation showed the feasibility of using the FRP plank as a SIP form-work.Keywords
Adhesive and Aggregate Bonding, Fibre-Reinforced Polymer, Stay-In-Place Formwork.References
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- Electricity Generation with Conventional and Nonconventional Energy Technologies in Dudhali Village
Abstract Views :166 |
PDF Views:0
Authors
Affiliations
1 Department of Electrical Engineering, Graphic Era University, Dehradun - 248002, Uttarakhand, IN
2 School of Electronics and Electrical, Lovely Professional University, Phagwara - 144411, Punjab, IN
1 Department of Electrical Engineering, Graphic Era University, Dehradun - 248002, Uttarakhand, IN
2 School of Electronics and Electrical, Lovely Professional University, Phagwara - 144411, Punjab, IN