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    <title>NISCAIR Online Periodicals Repository Collection: IJEMS Vol.18(1) [February 2011]</title>
    <link>http://nopr.niscair.res.in/handle/123456789/11200</link>
    <description />
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        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/11210" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/11209" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/11208" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/11207" />
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  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/11210">
    <title>Dielectric properties of Pb&lt;sub&gt;0.5&lt;/sub&gt;Ba&lt;sub&gt;0.5&lt;/sub&gt;TiO&lt;sub&gt;3&lt;/sub&gt; ferroelectric ceramics</title>
    <link>http://nopr.niscair.res.in/handle/123456789/11210</link>
    <description>Title: Dielectric properties of Pb&lt;sub&gt;0.5&lt;/sub&gt;Ba&lt;sub&gt;0.5&lt;/sub&gt;TiO&lt;sub&gt;3&lt;/sub&gt; ferroelectric ceramics
&lt;br/&gt;
&lt;br/&gt;Authors: Roy, M; Dave, Praniti; Barbar, Shiv Kumar; Jangid, Sumit; Bala, Indu
&lt;br/&gt;
&lt;br/&gt;Abstract: The polycrystalline samples of pure and modified lead titanates of general&#xD;
formula Pb&lt;sub&gt;1-X&lt;/sub&gt;Ba&lt;sub&gt;X&lt;/sub&gt;TiO&lt;sub&gt;3&lt;/sub&gt; (X= 0.00, 0.5) have been&#xD;
prepared by high temperature solid state reaction technique using the high&#xD;
purity oxides and carbonates. Preliminary structural studies revealed that the&#xD;
basic structure of PbTiO&lt;sub&gt;3&lt;/sub&gt; remains unaltered by incorporation of 50%&#xD;
Ba on the A-cation sites of PbTiO&lt;sub&gt;3&lt;/sub&gt;. Morphological changes have been&#xD;
obtained by scanning electron microscopy. The measured bulk density is&#xD;
comparable with that of the theoretical value. The dielectric constant&#xD;
(relative permittivity) of the compounds has been measured as a function of&#xD;
frequency (5 Hz-13 MHz) and temperature (RT to 400&lt;sup&gt;o&lt;/sup&gt;C). The phase&#xD;
transition temperature has been reduced from 490&lt;sup&gt;o&lt;/sup&gt;C in the pure compound&#xD;
to 352&lt;sup&gt;o&lt;/sup&gt;C in the 50% Ba substituted compound.
&lt;br/&gt;
&lt;br/&gt;Page(s): 86-90</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/11209">
    <title>Age hardening behaviour of 2014 Al alloy-SiC composites: Effect of porosity and strontium addition</title>
    <link>http://nopr.niscair.res.in/handle/123456789/11209</link>
    <description>Title: Age hardening behaviour of 2014 Al alloy-SiC composites: Effect of porosity and strontium addition
&lt;br/&gt;
&lt;br/&gt;Authors: Badkul, Anshul; Jha, Nidhi; Mondal, D P; Das, S; Yadav, M S
&lt;br/&gt;
&lt;br/&gt;Abstract: The aging characteristics of 2014 aluminum alloy-SiC composites with and&#xD;
without strontium addition are studied and compared with that of 2014&#xD;
Al-cenosphere syntactic foam (Al-Cenosphere composite) and 2014 alloy-SiC composite&#xD;
foam in order to examine the effect of strontium addition and porosity on aging&#xD;
behavior. It is observed that primary peak aging time of strontium added 2014&#xD;
Al-SiC composite is same to that of 2014 Al-SiC composite. But, strontium added&#xD;
2014 Al-SiC composite shows secondary ageing unlike that of 2014 Al-SiC&#xD;
composite. Again, 2014 Al-SiC composite foam and cenosphere added syntactic&#xD;
foam get peak aged almost at same time, But relatively at slower rate than&#xD;
dense composites. It is observed that the strontium added composite also showed&#xD;
a peak at 10 h for secondary hardening due to delayed precipitation of AlSr&lt;sub&gt;3&lt;/sub&gt;.
&lt;br/&gt;
&lt;br/&gt;Page(s): 79-85</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/11208">
    <title>Studies on PP/SBS blends with and without nanoclay</title>
    <link>http://nopr.niscair.res.in/handle/123456789/11208</link>
    <description>Title: Studies on PP/SBS blends with and without nanoclay
&lt;br/&gt;
&lt;br/&gt;Authors: Shashidhara, G M; Devi, S H Kameshwari
&lt;br/&gt;
&lt;br/&gt;Abstract: Blends&#xD;
of PP and SBS with and without nanoclay are prepared using twin screw extruder.&#xD;
The nanoclay content and SBS are varied from 1-3% and 5-15%, respectively.&#xD;
Effects of SBS and nanoclay content on tensile, notched impact strength, heat&#xD;
deflection temperature, hardness and melt flow index are studied. The DSC study&#xD;
shows decrease in the degree of crystallinity of PP/SBS blends with increase in&#xD;
SBS content up to 10% loading but shows an increasing trend at 15% loading. An&#xD;
attempt has been made to correlate tensile properties and various&#xD;
crystallization parameters such as peak crystallization temperature (&lt;i style=""&gt;T&lt;/i&gt;&lt;sub&gt;p&lt;/sub&gt;), onset temperature of&#xD;
crystallization (&lt;i style=""&gt;T&lt;/i&gt;&lt;sub&gt;onset&lt;/sub&gt;),&#xD;
initial slope of exotherm (&lt;i style=""&gt;S&lt;/i&gt;&lt;sub&gt;i&lt;/sub&gt;),&#xD;
the quantity &#xD;
(&lt;i style=""&gt;T&lt;/i&gt;&lt;sub&gt;c&lt;/sub&gt;-&lt;i style=""&gt;T&lt;/i&gt;&lt;sub&gt;P&lt;/sub&gt;), area under the exotherm (&lt;i style=""&gt;A&lt;/i&gt;/&lt;i style=""&gt;m&lt;/i&gt;) and width at half&#xD;
height (Δ&lt;i style=""&gt;W&lt;/i&gt;). We found that the stress&#xD;
at break, tensile modulus and yield stress have good correlation with Δ&lt;i style=""&gt;W&lt;/i&gt;. The yield stress and stress at break&#xD;
are also influenced by &lt;i style=""&gt;X&lt;/i&gt;&lt;sub&gt;c &lt;/sub&gt;while&#xD;
strain at break is better correlated to &lt;i style=""&gt;T&lt;/i&gt;&lt;sub&gt;p&lt;/sub&gt;&#xD;
which is a function of cooling rate. Yield strain seems to have strong&#xD;
dependency on Δ&lt;i style=""&gt;W&lt;/i&gt;&lt;sub&gt; &lt;/sub&gt;and &lt;i style=""&gt;X&lt;/i&gt;&lt;sub&gt;c&lt;/sub&gt;. The role of SBS as&#xD;
nucleating agent for PP crystallization has been established. Incorporation of&#xD;
3 phb clay to a 90/10 PP/SBS blend results in an increase in &lt;i style=""&gt;G&lt;/i&gt;’ at 30&lt;sup&gt;o&lt;/sup&gt;C. This indicates&#xD;
that the SBS rubber is likely to have interacted molecularly with clay&#xD;
particles.
&lt;br/&gt;
&lt;br/&gt;Page(s): 69-78</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/11207">
    <title>Use of pumice fine aggregate as an alternative to standard sand in production of lightweight cement mortar</title>
    <link>http://nopr.niscair.res.in/handle/123456789/11207</link>
    <description>Title: Use of pumice fine aggregate as an alternative to standard sand in production of lightweight cement mortar
&lt;br/&gt;
&lt;br/&gt;Authors: Degirmenci, Nurhayat; Yilmaz, Arin
&lt;br/&gt;
&lt;br/&gt;Abstract: The purpose of this study is to evaluate the possibility of using&#xD;
granulated pumice as an alternative to fine aggregate in production of&#xD;
lightweight cement mortar. The cement/pumice fine aggregate ratio is 1:3 for&#xD;
pumice aggregate mortar. The water content is determined by flow table test. Compressive and flexural&#xD;
strength, freeze-thaw resistance, sulfate resistance, water absorption and dry&#xD;
unit weight of the mortars are determined. Mortar using 100% pumice as fine&#xD;
aggregate developed strength in excess 12 MPa and had an oven dry density of&#xD;
1140-1146 kg/m&lt;sup&gt;3 &lt;/sup&gt;would satisfy the requirements for lightweight&#xD;
mortar and&lt;b style=""&gt; &lt;/b&gt;it can be used as in cast&#xD;
in place walls, load bearing and non-load bearing structures. Pumice aggregate&#xD;
mortar is about 50% lighter than Portland cement control mortar due to the&#xD;
replacement of comparatively heavier standard sand by lighter pumice aggregate.&#xD;
The pumice aggregate mortar exhibits a higher frost resistance due to the&#xD;
existence of voids in pumice aggregate. Pumice aggregate mortar showed better&#xD;
performance showing higher residual strength at high temperatures compared&#xD;
Portland cement mortar. The residual compressive strength reduction of pumice&#xD;
aggregate mortar is higher than that of Portland cement mortar exposed to&#xD;
freeze-thaw cycles. The use of pumice aggregate as sand provides the resistance&#xD;
to sulfate attack.
&lt;br/&gt;
&lt;br/&gt;Page(s): 61-68</description>
  </item>
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