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	<title>The Constructor &#187; High Strength Concrete</title>
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		<title>Punching Shear Resistance of High-Strength Concrete Slabs</title>
		<link>http://theconstructor.org/2009/11/punching-shear-resistance-of-high-strength-concrete-slabs/</link>
		<comments>http://theconstructor.org/2009/11/punching-shear-resistance-of-high-strength-concrete-slabs/#comments</comments>
		<pubDate>Thu, 05 Nov 2009 13:03:47 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[High Strength Concrete]]></category>
		<category><![CDATA[Slabs]]></category>
		<category><![CDATA[Punching shear]]></category>

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		<description><![CDATA[Concrete with strengths above 50 MPa is currently used due to an increasing requirement for higher strengths and improved long-term properties. HSC is being utilised in many projects. High-strength concrete members exhibit, in some instances, different failure mechanisms and simply extrapolating models and equations meant for normal strength to high-strength concrete may lead to unsafe [...]

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