Burcharth, Hans F.

English

It is well known that the bigger a structural member like a beam, the relatively weaker it is. In the end it cannot even support its own weight. The same problem holds for slender armour units such as Dolosse

    Aalborg UniversitetA Design Method for Impact-Loaded Slender Armour UnitsBurcharth, Hans F.Publication date:1981Document VersionPublisher's PDF, also known as Version of recordLink to publication from Aalborg UniversityCitation for published version (APA):Burcharth, H. F. (1981). A Design Method for Impact-Loaded Slender Armour Units. Laboratoriet for Hydraulikog Havnebygning. Bulletin No. 18General rightsCopyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright ownersand it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights.            ? Users may download and print one copy of any publication from the public portal for the purpose of private study or research.            ? You may not further distribute the material or use it for any profit-making activity or commercial gain            ? You may freely distribute the URL identifying the publication in the public portal ?Take down policyIf you believe that this document breaches copyright please contact us at vbn@aub.aau.dk providing details, and we will remove access tothe work immediately and investigate your claim.Downloaded from vbn.aau.dk on: November 29, 2020

A Design Method for Impact-Loaded Slender Armour Units

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A Design Method for Impact-Loaded Slender Armour Units

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