A Design Method for Impact-Loaded Slender Armour Units

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Abstract

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.
Original languageEnglish
Place of PublicationAalborg
PublisherLaboratoriet for Hydraulik og Havnebygning
Number of pages15
Publication statusPublished - 1981
SeriesBulletin
Number18

Fingerprint

Structural members
Armor

Bibliographical note

Presented at ASCE International Convention, New York, 1981

PDF for print: 17 pp.

Keywords

  • Slender Armour Units
  • Dolosse
  • Hydraulic Model Tests
  • Stability

Cite this

Burcharth, H. F. (1981). A Design Method for Impact-Loaded Slender Armour Units. Aalborg: Laboratoriet for Hydraulik og Havnebygning. Bulletin, No. 18
Burcharth, Hans F. / A Design Method for Impact-Loaded Slender Armour Units. Aalborg : Laboratoriet for Hydraulik og Havnebygning, 1981. 15 p. (Bulletin; No. 18).
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keywords = "Slender Armour Units, Dolosse, Stability, Hydraulic Model Tests, Slender Armour Units, Dolosse, Hydraulic Model Tests, Stability",
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Burcharth, HF 1981, A Design Method for Impact-Loaded Slender Armour Units. Bulletin, no. 18, Laboratoriet for Hydraulik og Havnebygning, Aalborg.

A Design Method for Impact-Loaded Slender Armour Units. / Burcharth, Hans F.

Aalborg : Laboratoriet for Hydraulik og Havnebygning, 1981. 15 p. (Bulletin; No. 18).

Research output: Book/ReportReportResearchpeer-review

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KW - Hydraulic Model Tests

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Burcharth HF. A Design Method for Impact-Loaded Slender Armour Units. Aalborg: Laboratoriet for Hydraulik og Havnebygning, 1981. 15 p. (Bulletin; No. 18).