Numerical Analysis of Effectiveness of Strengthening Concrete Slab in Tension of the Steel-Concrete Composite Beam Using Pretensioned CFRP Strips

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ID: 54089
2017
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Abstract
One of the methods to increase the load carrying capacity of the reinforced concrete (RC) structure is its strengthening by using carbon fiber (CFRP) strips. There are two methods of strengthening using CFRP strips - passive method and active method. In the passive method a strip is applied to the concrete surface without initial strains, unlike in the active method a strip is initially pretensioned before its application. In the case of a steel-concrete composite beam, strips may be used to strengthen the concrete slab located in the tension zone (in the parts of beams with negative bending moments). The finite element model has been developed and validated by experimental tests to evaluate the strengthening efficiency of the composite girder with pretensioned CFRP strips applied to concrete slab in its tension zone.
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iwona2017numericalcivil Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors Iwona, Jankowiak;Arkadiusz, Madaj;
Journal civil and environmental engineering reports
Year 2017
DOI
DOI not found
URL
http://www.degruyter.com/view/j/ceer.2017.27.issue-4/ceer-2017-0046/ceer-2017-0046.xml?format=INT
Keywords
chemistry Biology (General) Technology (General) Engineering (General). Civil engineering (General) Technology Descriptive and experimental mechanics Mechanical engineering and machinery Science physics manufactures environmental engineering environmental technology. sanitary engineering mechanics of engineering. applied mechanics

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