Research on flexural performance of damaged RC beams strengthened by FPR plates [PDF]
Combining two technologies of pasting fiber reinforced composite board (FRP) and externally reinforced steel plate concrete structure, fiber-reinforced composite material and steel plate composite reinforced concrete structure technology can effectively ...
Liu Jiarui, Cui Xian
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Nonlinear finite element analysis of reinforced concrete beams strengthened with textile fine grained mortar [PDF]
Nowadays, there was an increasing need of repairing and upgrading the reinforced concrete (RC) structure due to the deterioration of the structure. The fibre reinforced polymer (FRP) was commonly used for structural retrofitting purposes.
Abdul Hamid, Noor Azlina +4 more
core
This paper describes an experimental investigation on mono steel and polypropylene (PP) fiber-reinforced concrete beams. The main aim of this present study is to evaluate undamaged and damaged reinforced concrete (RC) beams incorporated with mono fibers ...
Sridhar Radhika, Prasad Ravi
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Flexural strength of concrete prism strengthened using CFRP with modified mortar [PDF]
Reinforced concrete (RC) is a good durable material that commonly used in construction compared to others. However, reinforced concrete structures may be damaged and are suffering from various deteriorations because of overloading and an inadequacy of ...
Abdul Hamid, Noor Azlina +3 more
core
Optimization of force-limiting seismic devices connecting structural subsystems [PDF]
This paper is focused on the optimum design of an original force-limiting floor anchorage system for the seismic protection of reinforced concrete (RC) dual wall-frame buildings.
Fleischman, Robert B. +4 more
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Forensic to the Reinforced Concrete (RC) Structures at Library
This Forensic project has been proposed to investigate the reinforced concrete structure defect at library. There were found 65 points cracks and 20 points spalling in library such as only at reinforced concrete beam and slab part in first floor. The total of cracks which crack width less than 0.25 mm is 63 points and the crack width between 0.25 mm to
Tang Hing Kwong +2 more
openaire +2 more sources
RBF-Slip behaviour of reinforced concrete elements subjected to corrosion of rebar
Proper bond between rebar and concrete ensures efficient load transfer between rebar and surrounding concrete in reinforced concrete (RC) element. Corrosion of rebar reduces bond strength of RC element. Retained bond factor (RBF) describes bond retention
Sheetal Sahare, Bilavari Karkare
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Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-Column Sub-assemblages [PDF]
In this paper, four 1/2 scaled precast concrete (PC) beam-column sub-assemblages with high performance connection were tested under push-down loading procedure to study the load resisting mechanism of PC frames subjected to different column removal ...
Feng, D-C. +4 more
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Comparison of Dynamic Characteristics of Prestressed and Reinforced Concrete Beams
To determine the dynamic characteristics of bridges built with prestressed and reinforced concrete beams, thedynamic properties of such beams should be known. Prestressing force is applied to the prestressed concrete (PSC)beam, unlike reinforced concrete
Barbaros Atmaca
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Fracture Properties of Recycled Concrete Reinforced with Nanosilica and Steel Fibers
To promote the engineering application of recycled concrete, recycled concrete is modified by the addition of nanosilica (NS) and steel fibers (SF) to form NS and SF reinforced recycled concrete (NSFRC). The effects of the replacement rate and the SF and
Yonggui Wang, Xuetong Zhang
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