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Mechanical properties of ABS resin reinforced with
Nine kinds of CFRP/ABS compounds with different weight fraction and size of CFRP pieces were prepared. Firstly tensile and flexural tests were performed for the specimens with various CFRP content. Next fracture surfaces of the specimens were microscopically observed to investigate fracture behavior and fiber/resin interface.
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open access. Abstract. This paper presents a new composition of the reinforced concrete material then as verification a study of such proposed composition in the flexural behavior of reinforced concrete beams is done. The work is divided into three stages. Firstly the use of Damaged Securit Glass (DSG) as a replacement of coarse aggregate
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This paper explores the flexural behavior of carbon fiber reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams. For flexural strengthening of RC beams total ten beams were cast and tested over an effective span of 3000 mm up to failure under monotonic and cyclic loads. The beams were designed as under-reinforced concrete beams.
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PAPER OPEN ACCESS Tribological behaviour of unidirectional carbon fibre-reinforced epoxy composites To cite this article Y ahin and P De Baets 2017 IOP Conf. Ser. Mater. Sci. Eng. 174 012009 View the article online for updates and enhancements. Related content Optimization in tribological behaviour of Al-nanoTiO2 powder metallurgy composites
Get PriceStructural behavior of ultra‐high performance (fiber
Compared with the results obtained from the tests on normal‐strength reinforced concrete panels and fiber‐reinforced concrete panels the reduction of compressive strength is only little larger for UHP(FR)C. Based on the test results a proposal for modeling the stress–strain behavior of UHP(FR)C in compression–tension stress state is
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PAPER OPEN ACCESS)LEUHUHLQIRUFHGFRQFUHWHLQIOH XUHDQGVLQJOHILEUHSXOO RXWWHVW D This content was downloaded from IP address 191.101.84.154 on 16/10/2017 at 14 48. 1 related to the behaviour
Get PriceExperimental and numerical investigation of flexural
open access. Abstract. This paper presents a new composition of the reinforced concrete material then as verification a study of such proposed composition in the flexural behavior of reinforced concrete beams is done. The work is divided into three stages. Firstly the use of Damaged Securit Glass (DSG) as a replacement of coarse aggregate
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This paper aims at providing a brief review of past experimental studies in the field of biaxial behaviour of reinforced concrete RC columns and to identify the existing open problems. Typical causes and consequences of column failure during earthquakes
Get PriceExperimental and numerical investigation of flexural
open access. Abstract. This paper presents a new composition of the reinforced concrete material then as verification a study of such proposed composition in the flexural behavior of reinforced concrete beams is done. The work is divided into three stages. Firstly the use of Damaged Securit Glass (DSG) as a replacement of coarse aggregate
Get PriceConsolidation behaviour of soft clay reinforced with
Over the last few years there has been a rise in research on the use of natural fibres as soil reinforcement materials due to an increase in awareness for sustainable and environmental friendly future. This paper presents findings from the ongoing research study on the possibility of the application of natural fibres as soil reinforcement. An experimental investigation was conducted at
Get PriceConsolidation behaviour of soft clay reinforced with
Over the last few years there has been a rise in research on the use of natural fibres as soil reinforcement materials due to an increase in awareness for sustainable and environmental friendly future. This paper presents findings from the ongoing research study on the possibility of the application of natural fibres as soil reinforcement. An experimental investigation was conducted at
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The coupling beams however must also yield before the wall piers behave in a ductile manner and exhibit significant energy-absorbing characteristics. This paper reviews the current state of the art for the design of conventional reinforced concrete diagonally reinforced concrete steel and composite steel-concrete coupling beams.
Get PriceDrilling behavior of sisal fiber-reinforced polypropylene
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PAPER OPEN ACCESS Behaviour of axially and eccentrically loaded short columns reinforced with GFRP bars To cite this article S Sreenath et al 2017 IOP Conf. Ser. Earth Environ. Sci. 80 012030 View the article online for updates and enhancements. Related content Flexural behaviour of RCC beams with externally bonded FRP S Arun Vignesh A
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This paper presents a study of parameters affecting the fibre pull out capacity and strain-hardening behaviour of fibre-reinforced alkali-activated cement composite (AAC). Fly ash is a common aluminosilicate source in AAC and was used in this study to create fly ash based AAC. Based on a numerical study using Taguchi s design of experiment (DOE) approach the effect of parameters on
Get PriceCompaction behavior of nonwoven geotextile-reinforced clay
Feb 19 2020 · Key Open access content Subscribed content Free content Trial content Abstract This paper presents a series of compaction tests for investigating the compaction behavior of nonwoven geotextile-reinforced clay and the effects of permeable geotextiles on improvements in the density of reinforced
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The absence of sufficient knowledge of the heterogeneous damage behaviour of textile reinforced composites especially under combined in-plane and out-of-plane loadings requires the development of multi-scale experimental and numerical methods. In the scope of this paper three different types of plain weave fabrics with increasing areal weight were considered to characterise the influence of
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CiteScore 5.1 ℹ CiteScore 2019 5.1 CiteScore measures the average citations received per peer-reviewed document published in this title. CiteScore values are based on citation counts in a range of four years (e.g. ) to peer-reviewed documents (articles reviews conference papers data papers and book chapters) published in the same four calendar years divided by the number of
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Microstructure and Tensile Behaviour of B4C Reinforced ZA43 Alloy Composites B Adaveesh G M Halesh Madeva Nagaral et al.-This content was downloaded from IP
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PAPER OPEN ACCESS)LEUHUHLQIRUFHGFRQFUHWHLQIOH XUHDQGVLQJOHILEUHSXOO RXWWHVW D This content was downloaded from IP address 191.101.84.154 on 16/10/2017 at 14 48. 1 related to the behaviour
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Microstructure and Tensile Behaviour of B4C Reinforced ZA43 Alloy Composites B Adaveesh G M Halesh Madeva Nagaral et al.-This content was downloaded from IP
Get PriceFLEXURAL BEHAVIOR OF RC BEAMS EXTERNALLY REINFORCED
This paper presents the results of an experimental program on the behavior of RC beams strengthened using continuous carbon fiber reinforced plastic (CFRP) sheets. Externally reinforced concrete beams with epoxy-bonded CFRP sheets were tested to failure using a
Get Price(PDF) Mechanical Behaviour ofAl2014 Reinforced with Boron
Ranganatha S R. Int. Journal of Engineering Research and Application ijera ISSN Vol. 6 Issue 9 ( Part -1) September 2016 pp.35-37 RESEARCH ARTICLE OPEN ACCESS Mechanical Behaviour ofAl2014 Reinforced with Boron Carbide and Short Basalt Fiber Based Hybrid Composites Ranganatha S R1 Shantharaja M2 Paul Vizhian3 1 Asst.Prof Department of mechanical
Get PriceBond behaviour of austenitic stainless steel reinforced
Oct 15 2020 · This paper investigates the bond behavior of stainless steel reinforced concrete and compares the performance to traditional carbon steel reinforced concrete through experimental testing and analysis. It also compares the results to existing design rules in terms of bond strength anchorage length and lap length.
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Near surface mounted (NSM) carbon fibers reinforced polymer (CFRP) reinforcement is one of the techniques for reinforcing masonry structures and is considered to provide significant advantages. This paper is composed of two parts. The first part presents the experimental study of brick masonry walls reinforced with NSM CFRP strips under combined shear-compression loads.
Get PriceEffect of glass-fiber rods on the ductile behaviour of
Dec 01 2018 · The use of Glass-fiber reinforced polymer (GFRP) bars instead of steel in reinforcing concrete structures is currently encouraged by many structural engineers especially for their lightness and non-corrosive properties. The study compared the ductile behaviour of beams reinforced with glass-fiber to beams reinforced with steel reinforcement.
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Near surface mounted (NSM) carbon fibers reinforced polymer (CFRP) reinforcement is one of the techniques for reinforcing masonry structures and is considered to provide significant advantages. This paper is composed of two parts. The first part presents the experimental study of brick masonry walls reinforced with NSM CFRP strips under combined shear-compression loads.
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