<![CDATA[Cervenka Consulting Forums — reinforcement Bond model]]>2025-10-24T10:54:33ZPunBBhttps://forums.cervenka.cz/viewtopic.php?id=2413<![CDATA[Re: reinforcement Bond model]]>In general, the bond model is mostly used in areas of anchorage, where slips might be expected.
It depends what you want to study. But what I understand the debonding in ECC concrete is delayed compared to standard concretes so it will probably lower effect on load bearing capacity of such structure.
]]>https://forums.cervenka.cz/profile.php?id=256722025-10-24T10:54:33Zhttps://forums.cervenka.cz/viewtopic.php?pid=5218#p5218<![CDATA[reinforcement Bond model]]>When do we need to use the reinforcement Bond model? Is it always necessary? In modeling a shear wall made of ECC concrete or a beam with the same material properties, should we use it as well?]]>https://forums.cervenka.cz/profile.php?id=275722025-10-22T13:29:00Zhttps://forums.cervenka.cz/viewtopic.php?pid=5215#p5215