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<title>ICE</title>
<link>http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6127</link>
<description/>
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<rdf:li rdf:resource="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6156"/>
<rdf:li rdf:resource="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6155"/>
<rdf:li rdf:resource="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6154"/>
<rdf:li rdf:resource="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6153"/>
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<dc:date>2026-04-25T13:27:55Z</dc:date>
</channel>
<item rdf:about="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6156">
<title>Controls of solar power systems for grid connected and islanded mode operations</title>
<link>http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6156</link>
<description>Controls of solar power systems for grid connected and islanded mode operations
Nagaratnam, R.; Thiriambahasharma, K.; Ratnakumar, R.; Manchukan, Y.; Kanagasundram, A.; Arulampalam, A.
Continuous supply of electricity,&#13;
when there are supply constrains is a major &#13;
challenge. Environmental concerns and non availability of fossil fuels increases the demand &#13;
for the use of renewable energy sources such as&#13;
solar. A domestic or an institutional customer &#13;
can support the country by the proper usage of &#13;
solar Resources. Further the usage of a battery &#13;
storage combined with the solar panel can &#13;
improve this. This paper analyses the domestic/ &#13;
institutional usage of solar panels, (i) with and &#13;
(ii) without a battery storage, for both cases of&#13;
(i) with grid and (ii) standalone operation,&#13;
depends on the availability of solar irradiation &#13;
in a day. Here a typical domestic/institutional &#13;
solar power system taken into the study and &#13;
suitable sizes of solar panel, battery storage &#13;
were selected to achieve a reliable and smooth &#13;
operation of the system. The whole system is &#13;
modeled using PSCAD simulation. The design &#13;
of the controllers ensured the proper operations&#13;
of grid connected and standalone mode of the &#13;
system. Further MPPT control also used in such &#13;
a way to ensure the optimum usage of solar &#13;
power. The simulation results shows that this &#13;
arrangement improves the power availability &#13;
for domestic/institutional customers even &#13;
during the power failure periods.
</description>
<dc:date>2022-01-01T00:00:00Z</dc:date>
</item>
<item rdf:about="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6155">
<title>Vehicle Parking Mobile Network</title>
<link>http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6155</link>
<description>Vehicle Parking Mobile Network
Muralitharan, R.
Universal Software Defined Radio &#13;
Peripheral (USRP) and Banana pi board can &#13;
be used to configure a vehicle parking mobile &#13;
network. The base station is created in the &#13;
center of the parking area. The base station &#13;
can issue useful information to the drivers. The &#13;
number of the vehicles in the parking area, &#13;
amount of free space, and directions to the free &#13;
space could be provided to the driver through &#13;
the USRP base station. The base station sends&#13;
text messages to the driver. The base station &#13;
can provide the essential information to the &#13;
driver through GSM network. Each driver has&#13;
a GSM mobile device. The device will be &#13;
connected to the vehicle parking mobile &#13;
network. International Mobile Equipment &#13;
Identification (IMEI) number is used to &#13;
configure the network, between base station &#13;
and the mobile devices. The mobile devices can &#13;
be used by the drivers to get the essential &#13;
details regarding the parking area. The &#13;
information includes the necessary features of &#13;
the parking area. The information would be&#13;
provided to the driver from time to time.&#13;
Multiple text messages will be provided to the &#13;
driver. The text message contains all the &#13;
necessary details about the parking area.
</description>
<dc:date>2022-01-01T00:00:00Z</dc:date>
</item>
<item rdf:about="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6154">
<title>Web crippling behaviour of LiteSteel Beams with edge-stiffened web  openings under End-Two-Flange load case</title>
<link>http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6154</link>
<description>Web crippling behaviour of LiteSteel Beams with edge-stiffened web  openings under End-Two-Flange load case
Elilarasi, K.; Janarthanan, B.; Athapaththu, D.; Poologanathan, K.; Perampalam, G.
Cold-Formed Steel (CFS) &#13;
members are widely used with openings in the &#13;
floor system for various service purposes such &#13;
as power, telecommunication, and internet&#13;
cables. Also, web crippling is becoming &#13;
vulnerable owing to the impact of web &#13;
openings. However, stiffened web openings are &#13;
expected to increase the web crippling capacity &#13;
and redeem a significant percentage of the &#13;
actual capacity of the section without web &#13;
openings while allowing the service integration. &#13;
This paper presents the numerical study on the &#13;
web crippling capacity of LiteSteel Beams &#13;
(LSB) with centred beneath stiffened web &#13;
openings under the End-Two-Flange (ETF) &#13;
load case. Although Rectangular Hollow &#13;
Flange beams are investigated with centred &#13;
beneath web openings, no studies have been &#13;
carried out regarding stiffened web openings. &#13;
Therefore, results from previous studies on the &#13;
web crippling of channel sections with stiffened &#13;
web openings were validated in terms of &#13;
strength and failure mode; a good agreement &#13;
was observed in the validation. Subsequently, &#13;
parametric study was conducted using Abaqus; &#13;
Finite Element Analysis (FEA) software, by &#13;
considering various section depths, bearing &#13;
plates, yield strengths, web opening ratios, &#13;
thicknesses, and stiffener lengths of the hole. &#13;
The FEA results showed much improvement in&#13;
the web crippling capacity with edge-stiffened &#13;
openings and the FEA results were analysed &#13;
with various parameters for better predictions&#13;
in terms of web crippling strengths.
</description>
<dc:date>2022-01-01T00:00:00Z</dc:date>
</item>
<item rdf:about="http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6153">
<title>Feasibility of Cement Mortar System with Industrial Metal Fibre Waste</title>
<link>http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/6153</link>
<description>Feasibility of Cement Mortar System with Industrial Metal Fibre Waste
Perera, K.D.Y.G.; Ahamed, Y.L.F.; Somarathna, H.M.C.C.
The traditional cement mortar &#13;
has limited characteristics. Because of the lack &#13;
of expected results, the engineering scope has &#13;
focused on alternative materials instead of &#13;
using the traditional constituents. As a result of &#13;
that different types of fibres have been used in &#13;
the past. In addition, the electrical distribution &#13;
cables no longer operate for power &#13;
transmission purposes when the length is not &#13;
adequate and after it reaches its’ end of life &#13;
and the disposal methods are not eco-friendly. &#13;
Therefore, the purpose of the study was to &#13;
evaluate the feasibility of cement mortar with &#13;
the metal fibre waste which was extracted from &#13;
electrical distribution cables. 1.35 mm &#13;
diameter aluminium fibres were used by &#13;
changing their volume ratio at four levels &#13;
0.5%, 1.0%, 1.5%, and 2.0%. Wet and dry &#13;
density and compressive tests were mainly &#13;
carried out to determine the behaviour of the &#13;
developed mortar systems. The wet, dry&#13;
densities and modulus of elasticity were &#13;
increased with the fibre addition. The&#13;
maximum compressive strength of the MFRM &#13;
was increased respect to reference mortar by &#13;
19.7% (3rd day), 19.8% (7th day), 11.7% (28th&#13;
day dry) and 25% (28th day wet). The overall &#13;
results of the study emphasized the mortar mix &#13;
with 1.5% of fibres performed well in all &#13;
mechanical tests and also it showed.
</description>
<dc:date>2022-01-01T00:00:00Z</dc:date>
</item>
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