Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

G.L. Howell; H. F. Burcharth; Joon R Rhee

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

G.L. Howell, H. F. Burcharth, Joon R Rhee

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

Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

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	8
Volume	2
Place of Publication	New York
Publisher	American Society of Civil Engineers
Publication date	1991
Pages	1819-1826
Chapter	136
ISBN (Print)	0-87262-776-4
Publication status	Published - 1991
Event	The 22nd International Conference on Coastal Engineering - Delft, Netherlands Duration: 2 Jul 1990 → 6 Jul 1990 Conference number: 22

Conference

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

Keywords

Structural Design
Concrete Armor Units
Physical Model

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ESTIMATION OF PEAK WAVE STRESSES IN SLENDER COMPLEX CONCRETE ARMOR UNITSFinal published version, 130 KB

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@inproceedings{1b1776e08ac311dbbb3d000ea68e967b,

title = "Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units",

abstract = "Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.",

keywords = "Structural Design, Concrete Armor Units, Physical Model, Structural Design, Concrete Armor Units, Physical Model",

author = "G.L. Howell and Burcharth, {H. F.} and Rhee, {Joon R}",

year = "1991",

language = "English",

isbn = "0-87262-776-4",

volume = "2",

pages = "1819--1826",

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

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

publisher = "American Society of Civil Engineers",

address = "United States",

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

}

Howell, GL, Burcharth, HF & Rhee, JR 1991, Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units. in B L. Edge (ed.), Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90: Delft, The Netherlands, 2-6 July 1990. vol. 2, American Society of Civil Engineers, New York, pp. 1819-1826, The 22nd International Conference on Coastal Engineering , Delft, Netherlands, 02/07/1990.

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units. / Howell, G.L.; Burcharth, H. F.; Rhee, Joon R.
Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90: Delft, The Netherlands, 2-6 July 1990. ed. / Billy L. Edge. Vol. 2 New York: American Society of Civil Engineers, 1991. p. 1819-1826.

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

TY - GEN

T1 - Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

AU - Howell, G.L.

AU - Burcharth, H. F.

AU - Rhee, Joon R

N1 - Conference code: 22

PY - 1991

Y1 - 1991

N2 - Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

AB - Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

KW - Structural Design

KW - Concrete Armor Units

KW - Physical Model

KW - Structural Design

KW - Concrete Armor Units

KW - Physical Model

M3 - Article in proceeding

SN - 0-87262-776-4

VL - 2

SP - 1819

EP - 1826

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

A2 - L. Edge, Billy

PB - American Society of Civil Engineers

CY - New York

T2 - The 22nd International Conference on Coastal Engineering

Y2 - 2 July 1990 through 6 July 1990

ER -

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

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