Abstract
| Original language | English |
|---|---|
| Place of Publication | Espoo |
| Number of pages | 86 |
| Publication status | Published - 1990 |
| MoE publication type | Not Eligible |
Publication series
| Name | Tiedotteita / Valtion teknillinen tutkimuskeskus |
|---|---|
| Publisher | VTT |
| No. | 1185 |
| ISSN (Print) | 0358-5085 |
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Keywords
- bolted joints
- high strength steels
- steel srtuctures
- bearing capacity
- bearing strain
- bearing strength
- failure
- computation
- calculations
Cite this
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Strength tests on bolted connections using high-strength steels (HSS steels) as a base material. / Kouhi, Jouko; Kortesmaa, Markku.
Espoo, 1990. 86 p. (Valtion teknillinen tutkimuskeskus. Tiedotteita; No. 1185).Research output: Book/Report › Report › Professional
TY - BOOK
T1 - Strength tests on bolted connections using high-strength steels (HSS steels) as a base material
AU - Kouhi, Jouko
AU - Kortesmaa, Markku
PY - 1990
Y1 - 1990
N2 - The results of a series of tests on bolted connections using high-strength steel (HSS) as a base material are presented and analyzed in this report. The base material used was HSF 640 which has a yield stress of 640 MPa. The tests studied bearing resistance, net section failure and the block shear failure mode. The test results have been analysed according to the Finnish specification for steel structures B7, the Swedish specification BSK, the NKB-specif-cation and according to the Eurocode 3. The block shear failure mode has been analysed according to the american LRFD-specification. The aim of this study has been to provide experimental test results to allow the development of reliable calculation methods for connections using HSS steels in different types of steel structures.
AB - The results of a series of tests on bolted connections using high-strength steel (HSS) as a base material are presented and analyzed in this report. The base material used was HSF 640 which has a yield stress of 640 MPa. The tests studied bearing resistance, net section failure and the block shear failure mode. The test results have been analysed according to the Finnish specification for steel structures B7, the Swedish specification BSK, the NKB-specif-cation and according to the Eurocode 3. The block shear failure mode has been analysed according to the american LRFD-specification. The aim of this study has been to provide experimental test results to allow the development of reliable calculation methods for connections using HSS steels in different types of steel structures.
KW - bolted joints
KW - high strength steels
KW - steel srtuctures
KW - bearing capacity
KW - bearing strain
KW - bearing strength
KW - failure
KW - computation
KW - calculations
M3 - Report
SN - 951-38-3901-X
T3 - Tiedotteita / Valtion teknillinen tutkimuskeskus
BT - Strength tests on bolted connections using high-strength steels (HSS steels) as a base material
CY - Espoo
ER -