<?xml version="1.0" encoding="UTF-8"?>
<feed xmlns="http://www.w3.org/2005/Atom" xmlns:dc="http://purl.org/dc/elements/1.1/">
  <title>NOPR Collection:</title>
  <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/8397" />
  <subtitle />
  <id>http://nopr.niscpr.res.in/handle/123456789/8397</id>
  <updated>2026-10-10T04:33:31Z</updated>
  <dc:date>2026-10-10T04:33:31Z</dc:date>
  <entry>
    <title>Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30410" />
    <author>
      <name>Rao, H Sudarsana</name>
    </author>
    <author>
      <name>Ramana, N V</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30410</id>
    <updated>2016-07-20T04:56:35Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure
Authors: Rao, H Sudarsana; Ramana, N V
Abstract: &lt;span style="mso-bidi-language:HI"&gt;Slurry infiltrated fibre concrete (SIFCON) is one&#xD;
of the recently developed construction material. SIFCON could be considered as&#xD;
a special type of fibre concrete with high fibre content. The matrix consists&#xD;
of cement slurry or flowing cement mortar. This composite material has already&#xD;
been used for structures subjected to blast loading, repair of pre-stressed concrete&#xD;
beams and safe vaults&lt;sup&gt;1&lt;/sup&gt;. This paper presents the information on&#xD;
behaviour of two-way slabs in flexure. Flexure and cyclic load tests have been&#xD;
conducted and compared with fibre reinforced concrete (FRC) and plain concrete&#xD;
slabs. Both strength and deflection characteristics have been studied. The&#xD;
results of the experimental investigation indicate that with 12% fibre by&#xD;
volume of matrix slabs possess excellent performance among other slabs in all&#xD;
respects.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 427-433</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Interference effects on wind pressures on low-rise and high-rise square structures in side-by-side arrangement</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30409" />
    <author>
      <name>Lakshminarasimhan, J</name>
    </author>
    <author>
      <name>Gowda, B H Lakshmana</name>
    </author>
    <author>
      <name>Sivannarayana, Ch</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30409</id>
    <updated>2016-07-20T04:55:45Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Interference effects on wind pressures on low-rise and high-rise square structures in side-by-side arrangement
Authors: Lakshminarasimhan, J; Gowda, B H Lakshmana; Sivannarayana, Ch
Abstract: &lt;span style="mso-bidi-language:HI"&gt;In this paper, the effects of interference on&#xD;
three-dimensional bluff bodies with square cross-section placed in side-by-side&#xD;
arrangement for a low-rise body and a high-rise body have been investigated&#xD;
experimentally. The extent of interference effects are brought out by varying&#xD;
the spacing between the bodies. The pressure distributions on the surfaces of&#xD;
the bodies are measured to bring out the severity of interference due to&#xD;
another body adjacent to it. The bodies are exposed to an air stream with a&#xD;
velocity profile satisfying the 1/7&lt;sup&gt;th&lt;/sup&gt; power law. It is seen that the&#xD;
pressure distribution on rear side and interference side is greatly affected&#xD;
for low-rise body when interfered by a high-rise body in close proximity.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 398-410</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Flow analysis in a model can-type gas turbine combustor</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30408" />
    <author>
      <name>Jain, Abhishek</name>
    </author>
    <author>
      <name>Chaudhary, Sidharth</name>
    </author>
    <author>
      <name>Singh, S N</name>
    </author>
    <author>
      <name>Rai, Lajpat</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30408</id>
    <updated>2016-07-20T04:54:01Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Flow analysis in a model can-type gas turbine combustor
Authors: Jain, Abhishek; Chaudhary, Sidharth; Singh, S N; Rai, Lajpat
Abstract: &lt;span style="mso-bidi-language:HI"&gt;Flow analysis has been carried out in a model&#xD;
can-type gas turbine combustor using a commercial computational fluid dynamics&#xD;
(CFD) code. The code has been validated against the experimental results quoted&#xD;
in the literature and part of the present study. The comparison has shown that&#xD;
CFD code can be effectively used to carry out parametric investigations on the&#xD;
complete combustor model for the combustor design.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 389-397</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Long crack growth mechanisms in Ti-6Al-4V alloy</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30407" />
    <author>
      <name>Goswami, T</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30407</id>
    <updated>2016-07-20T04:52:27Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Long crack growth mechanisms in Ti-6Al-4V alloy
Authors: Goswami, T
Abstract: &lt;span style="mso-bidi-language:HI"&gt;A transition mechanism of long crack growth from&#xD;
structure sensitive (Regime I) to insensitive region (Regime II) was investigated&#xD;
at (i) room temperature under high humidity conditions, and (ii) elevated temperatures&#xD;
for Ti-6AI-4V alloy and&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;other materials. Constant amplitude tests were&#xD;
conducted using several stress ratios &lt;span style="mso-bidi-font-family:&#xD;
Arial;mso-bidi-language:HI"&gt;(&lt;i&gt;R &lt;/i&gt;= &lt;span style="mso-bidi-language:&#xD;
HI"&gt;0.05, 0.1, 0.4 and 0.7) for the high humidity tests and &lt;span style="mso-bidi-font-family:Arial;mso-bidi-language:HI"&gt;0.1&lt;i&gt; &lt;/i&gt;&lt;span style="mso-bidi-language:HI"&gt;for room and elevated temperature tests.&#xD;
Conventionally forged Ti-6AI-4V alloy disks, processed to&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;the solution treated and over-aged condition, were&#xD;
studied for both programs. An increase in stress ratio and temperature lowered&#xD;
the transitional stress intensity factor range where Regime I transitioned to&#xD;
Regime II. Higher stress ratios &lt;span style="mso-bidi-font-family:Arial;&#xD;
mso-bidi-language:HI"&gt;(&lt;i&gt;R &lt;/i&gt;= &lt;span style="mso-bidi-language:HI"&gt;0.7)&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;accelerated the fatigue crack growth rates many&#xD;
times the crack growth rates obtained at lower stress ratios &lt;span style="mso-bidi-font-family:Arial;mso-bidi-language:HI"&gt;(&lt;i&gt;R &lt;/i&gt;= &lt;span style="mso-bidi-language:HI"&gt;0.05). However, higher temperatures (345°C)&#xD;
influenced the crack growth rates only marginally. The mechanisms controlling elevated&#xD;
temperature fatigue crack growth in Ti-6AI-4V were by the secondary crack&#xD;
formation, striations and some cavity features on the fracture surface. The&#xD;
damage was localized on the α platelets, where a type dislocations found with&#xD;
the Burgers vectors &lt;span style="mso-bidi-font-family:Arial;mso-bidi-language:&#xD;
HI"&gt;(&lt;i&gt;a&lt;/i&gt;/2)&lt;11 &lt;img src='http://www.niscair.res.in/jinfo/two.gif' border=0&gt; 0&gt;&#xD;
&lt;i&gt;&lt;span style="mso-bidi-font-family:Arial;mso-bidi-language:HI"&gt;g &lt;/span&gt;&lt;/i&gt;&lt;span style="mso-bidi-language:HI"&gt;= 1010 near (10 &lt;img src='http://www.niscair.res.in/jinfo/bar1.gif' border=0&gt; 0).&#xD;
&#xD;
&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;
Page(s): 367-375</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
</feed>

