Stresses in Dolosse

Hans F. Burcharth; Zhou Liu; Gary L. Howell; W. G. McDougal

Stresses in Dolosse

Hans F. Burcharth, Zhou Liu, Gary L. Howell, W. G. McDougal

Ocean and Coastal Engineering Research Group

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

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Abstract

Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour units are often due to breakage. This happens when the stresses exceed the material strength. Sufficient parametric studies of the stresses are not yet available to produce design diagrams for structural integrity. The paper presents the results and the analyses of model tests with 200 kg and 200 g load-cell instrumented Dolosse. Static stresses and wave generated stresses were studied as well as model and scale effects. A preliminary design diagram for Dolosse is presented as well.

Original language	English
Title of host publication	Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90 : Delft, The Netherlands, 2-6 July 1990
Editors	Billy L. Edge
Number of pages	14
Publisher	American Society of Civil Engineers
Publication date	1991
Pages	1417-1430
Chapter	106
Publication status	Published - 1991
Event	The 22nd Coastal Engineering International Conference : ICCE 1990 - Delft, Netherlands Duration: 2 Jul 1990 → 6 Jul 1990

Conference

Conference	The 22nd Coastal Engineering International Conference : ICCE 1990
Country/Territory	Netherlands
City	Delft
Period	02/07/1990 → 06/07/1990

Keywords

Dolosses
Breakwaters
Rubble Mound Breakwaters
Concrete Armours
Breakage
Breaking Waves

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@inproceedings{2716b3ead5394009a069ac52ac39d99e,

title = "Stresses in Dolosse",

abstract = "Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour units are often due to breakage. This happens when the stresses exceed the material strength. Sufficient parametric studies of the stresses are not yet available to produce design diagrams for structural integrity. The paper presents the results and the analyses of model tests with 200 kg and 200 g load-cell instrumented Dolosse. Static stresses and wave generated stresses were studied as well as model and scale effects. A preliminary design diagram for Dolosse is presented as well.",

keywords = "Dolosses, Breakwaters, Rubble Mound Breakwaters, Concrete Armours, Breakage, Breaking Waves, Dolosses, Breakwaters, Rubble Mound Breakwaters, Concrete Armours, Breakage, Breaking Waves",

author = "Burcharth, {Hans F.} and Zhou Liu and Howell, {Gary L.} and McDougal, {W. G.}",

year = "1991",

language = "English",

pages = "1417--1430",

editor = "Edge, {Billy L.}",

booktitle = "Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90",

publisher = "American Society of Civil Engineers",

address = "United States",

note = "The 22nd Coastal Engineering International Conference : ICCE 1990 ; Conference date: 02-07-1990 Through 06-07-1990",

}

Stresses in Dolosse. / Burcharth, Hans F.; Liu, Zhou; Howell, Gary L. et al.
Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90: Delft, The Netherlands, 2-6 July 1990. ed. / Billy L. Edge. American Society of Civil Engineers, 1991. p. 1417-1430.

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

TY - GEN

T1 - Stresses in Dolosse

AU - Burcharth, Hans F.

AU - Liu, Zhou

AU - Howell, Gary L.

AU - McDougal, W. G.

PY - 1991

Y1 - 1991

N2 - Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour units are often due to breakage. This happens when the stresses exceed the material strength. Sufficient parametric studies of the stresses are not yet available to produce design diagrams for structural integrity. The paper presents the results and the analyses of model tests with 200 kg and 200 g load-cell instrumented Dolosse. Static stresses and wave generated stresses were studied as well as model and scale effects. A preliminary design diagram for Dolosse is presented as well.

AB - Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour units are often due to breakage. This happens when the stresses exceed the material strength. Sufficient parametric studies of the stresses are not yet available to produce design diagrams for structural integrity. The paper presents the results and the analyses of model tests with 200 kg and 200 g load-cell instrumented Dolosse. Static stresses and wave generated stresses were studied as well as model and scale effects. A preliminary design diagram for Dolosse is presented as well.

KW - Dolosses

KW - Breakwaters

KW - Rubble Mound Breakwaters

KW - Concrete Armours

KW - Breakage

KW - Breaking Waves

KW - Dolosses

KW - Breakwaters

KW - Rubble Mound Breakwaters

KW - Concrete Armours

KW - Breakage

KW - Breaking Waves

M3 - Article in proceeding

SP - 1417

EP - 1430

BT - Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90

A2 - Edge, Billy L.

PB - American Society of Civil Engineers

T2 - The 22nd Coastal Engineering International Conference : ICCE 1990

Y2 - 2 July 1990 through 6 July 1990

ER -

Stresses in Dolosse

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