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	<title>bond degradation &#8211; BIOENGINEER.ORG</title>
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		<title>Corrosion Quietly Rewrites How Precast Bridge Joints Fail Under Cyclic Loads</title>
		<link>https://bioengineer.org/corrosion-quietly-rewrites-how-precast-bridge-joints-fail-under-cyclic-loads/</link>
		
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		<pubDate>Wed, 14 Oct 2026 18:26:48 +0000</pubDate>
				<category><![CDATA[Technology]]></category>
		<category><![CDATA[accelerated corrosion testing]]></category>
		<category><![CDATA[bond degradation]]></category>
		<category><![CDATA[chloride-induced corrosion]]></category>
		<category><![CDATA[corrosion]]></category>
		<category><![CDATA[cyclic tensile loading]]></category>
		<category><![CDATA[finite element validation]]></category>
		<category><![CDATA[grouted sleeve connections]]></category>
		<category><![CDATA[precast concrete]]></category>
		<category><![CDATA[prefabricated bridges]]></category>
		<category><![CDATA[seismic performance]]></category>
		<category><![CDATA[stress-strain model]]></category>
		<category><![CDATA[structural durability]]></category>
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					<description><![CDATA[New cyclic tensile experiments show that chloride corrosion of grouted sleeve connections shifts failure from ductile rebar fracture to brittle pull-out modes beyond roughly 30 to 50 percent corrosion, and yield a validated stress-strain model for seismic assessment of aging precast bridges.]]></description>
		
		
		
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