Full-Scale Dynamic Testing of Dolosse to Destruction

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Resumé

It is well known that the relative dynamic strength of unreinforced slender concrete units decreases as the size increases. Big units can resist relatively smaller movements than small units. When model tests of cover layer stability are performed the determination of the damage criterion that should be adopted must therefore be based on knowledge of the dynamic strength of the corresponding prototype units.

With the purpose of establishing a relationship between the size and the dynamic strength of unreinforced units, some full-scale tests to destruction of 1.5 and 5.4 t units were performed. The set up and the procedure of the tests, which simulate the impact from rocking of the units and from concrete pieces that are thrown against the units, are designed to make a comparison between the behaviour of units of different sizes possible. The test method is described and proposed as a standard procedure.

A theoretical expression for the dynamic strength is compared with the test results and it is shown that if the units are allowed to move there is an upper limit for the size of unreinforced units where a balance between the hydraulic stability of the cover layer and the strength of the units exists. Different ways of improving the strength of the units are discussed on the basis of the results from tests with different types of concrete.

The tests included an investigation of the influence of reinforcement, and of different types of concrete and surface cracks on the strength of the units.
OriginalsprogEngelsk
TidsskriftCoastal Engineering
Vol/bind1980-1981
Udgave nummer4
Sider (fra-til)229-251
Antal sider23
ISSN0378-3839
DOI
StatusUdgivet - 1981

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Concretes
Testing
Reinforcement
Hydraulics
Cracks

Emneord

  • Dolosses
  • Full-Scale Tests
  • Dynamic Strength
  • Concrete

Citer dette

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abstract = "It is well known that the relative dynamic strength of unreinforced slender concrete units decreases as the size increases. Big units can resist relatively smaller movements than small units. When model tests of cover layer stability are performed the determination of the damage criterion that should be adopted must therefore be based on knowledge of the dynamic strength of the corresponding prototype units.With the purpose of establishing a relationship between the size and the dynamic strength of unreinforced units, some full-scale tests to destruction of 1.5 and 5.4 t units were performed. The set up and the procedure of the tests, which simulate the impact from rocking of the units and from concrete pieces that are thrown against the units, are designed to make a comparison between the behaviour of units of different sizes possible. The test method is described and proposed as a standard procedure.A theoretical expression for the dynamic strength is compared with the test results and it is shown that if the units are allowed to move there is an upper limit for the size of unreinforced units where a balance between the hydraulic stability of the cover layer and the strength of the units exists. Different ways of improving the strength of the units are discussed on the basis of the results from tests with different types of concrete.The tests included an investigation of the influence of reinforcement, and of different types of concrete and surface cracks on the strength of the units.",
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Full-Scale Dynamic Testing of Dolosse to Destruction. / Burcharth, Hans F.

I: Coastal Engineering, Bind 1980-1981, Nr. 4, 1981, s. 229-251.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

TY - JOUR

T1 - Full-Scale Dynamic Testing of Dolosse to Destruction

AU - Burcharth, Hans F.

PY - 1981

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N2 - It is well known that the relative dynamic strength of unreinforced slender concrete units decreases as the size increases. Big units can resist relatively smaller movements than small units. When model tests of cover layer stability are performed the determination of the damage criterion that should be adopted must therefore be based on knowledge of the dynamic strength of the corresponding prototype units.With the purpose of establishing a relationship between the size and the dynamic strength of unreinforced units, some full-scale tests to destruction of 1.5 and 5.4 t units were performed. The set up and the procedure of the tests, which simulate the impact from rocking of the units and from concrete pieces that are thrown against the units, are designed to make a comparison between the behaviour of units of different sizes possible. The test method is described and proposed as a standard procedure.A theoretical expression for the dynamic strength is compared with the test results and it is shown that if the units are allowed to move there is an upper limit for the size of unreinforced units where a balance between the hydraulic stability of the cover layer and the strength of the units exists. Different ways of improving the strength of the units are discussed on the basis of the results from tests with different types of concrete.The tests included an investigation of the influence of reinforcement, and of different types of concrete and surface cracks on the strength of the units.

AB - It is well known that the relative dynamic strength of unreinforced slender concrete units decreases as the size increases. Big units can resist relatively smaller movements than small units. When model tests of cover layer stability are performed the determination of the damage criterion that should be adopted must therefore be based on knowledge of the dynamic strength of the corresponding prototype units.With the purpose of establishing a relationship between the size and the dynamic strength of unreinforced units, some full-scale tests to destruction of 1.5 and 5.4 t units were performed. The set up and the procedure of the tests, which simulate the impact from rocking of the units and from concrete pieces that are thrown against the units, are designed to make a comparison between the behaviour of units of different sizes possible. The test method is described and proposed as a standard procedure.A theoretical expression for the dynamic strength is compared with the test results and it is shown that if the units are allowed to move there is an upper limit for the size of unreinforced units where a balance between the hydraulic stability of the cover layer and the strength of the units exists. Different ways of improving the strength of the units are discussed on the basis of the results from tests with different types of concrete.The tests included an investigation of the influence of reinforcement, and of different types of concrete and surface cracks on the strength of the units.

KW - Dolosses

KW - Full-Scale Tests

KW - Dynamic Strength

KW - Concrete

KW - Dolosses

KW - Full-Scale Tests

KW - Dynamic Strength

KW - Concrete

U2 - 10.1016/0378-3839(80)90021-6

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