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

Forskningsgruppen for Hav og Kystbyggeri

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

274 Downloads (Pure)

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.

Originalsprog	Engelsk
Titel	Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90 : Delft, The Netherlands, 2-6 July 1990
Redaktører	Billy L. Edge
Antal sider	14
Forlag	American Society of Civil Engineers
Publikationsdato	1991
Sider	1417-1430
Kapitel	106
Status	Udgivet - 1991
Begivenhed	The 22nd Coastal Engineering International Conference : ICCE 1990 - Delft, Holland Varighed: 2 jul. 1990 → 6 jul. 1990

Konference

Konference	The 22nd Coastal Engineering International Conference : ICCE 1990
Land/Område	Holland
By	Delft
Periode	02/07/1990 → 06/07/1990

Emneord

Dolosses
Breakwaters
Rubble Mound Breakwaters
Concrete Armours
Breakage
Breaking Waves

Adgang til dokumentet

Stresses in DolosseForlagets udgivne version, 2,79 MB

AUB Link

Søg efter materialet i Aalborg Universitetsbiblioteks søgemaskine

Citationsformater

@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. red. / Billy L. Edge. American Society of Civil Engineers, 1991. s. 1417-1430.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › 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

Abstract

Konference

Emneord

Adgang til dokumentet

AUB Link

Fingeraftryk

Citationsformater