End-plate connections in Bi-axial bending - Measurements
Tutkimustuotos › › vertaisarvioitu
Standard
End-plate connections in Bi-axial bending - Measurements. / Mäkinen, Jari; Fränti, Keijo; Korhonen, Matti; Fillion, Joshua; Heinisuo, Markku.
13th International Aluminium Conference, Sustainability, Durability and Structural Advantages, : INALCO 2016; Naples; Italy; 21 September 2016 through 23 September 2016. toim. / F. M. Mazzolani; A. Squillace; B. Faggiano; F. Bellucci . Vuosikerta 710 Trans Tech Publications Ltd, 2016. s. 275-280 (Key Engineering Materials; Vuosikerta 710).
Tutkimustuotos › › vertaisarvioitu
Harvard
Mäkinen, J, Fränti, K, Korhonen, M, Fillion, J & Heinisuo, M 2016,
End-plate connections in Bi-axial bending - Measurements. julkaisussa FM Mazzolani, A Squillace, B Faggiano & F Bellucci (toim),
13th International Aluminium Conference, Sustainability, Durability and Structural Advantages, : INALCO 2016; Naples; Italy; 21 September 2016 through 23 September 2016. Vuosikerta. 710, Key Engineering Materials, Vuosikerta. 710, Trans Tech Publications Ltd, Sivut 275-280,
7/12/16.
https://doi.org/10.4028/www.scientific.net/KEM.710.275
APA
Mäkinen, J., Fränti, K., Korhonen, M., Fillion, J., & Heinisuo, M. (2016).
End-plate connections in Bi-axial bending - Measurements. teoksessa F. M. Mazzolani, A. Squillace, B. Faggiano, & F. Bellucci (Toimittajat),
13th International Aluminium Conference, Sustainability, Durability and Structural Advantages, : INALCO 2016; Naples; Italy; 21 September 2016 through 23 September 2016 (Vuosikerta 710, Sivut 275-280). (Key Engineering Materials; Vuosikerta 710). Trans Tech Publications Ltd.
https://doi.org/10.4028/www.scientific.net/KEM.710.275
Vancouver
Mäkinen J, Fränti K, Korhonen M, Fillion J, Heinisuo M.
End-plate connections in Bi-axial bending - Measurements. julkaisussa Mazzolani FM, Squillace A, Faggiano B, Bellucci F, toimittajat, 13th International Aluminium Conference, Sustainability, Durability and Structural Advantages, : INALCO 2016; Naples; Italy; 21 September 2016 through 23 September 2016. Vuosikerta 710. Trans Tech Publications Ltd. 2016. s. 275-280. (Key Engineering Materials).
https://doi.org/10.4028/www.scientific.net/KEM.710.275
Author
Mäkinen, Jari ; Fränti, Keijo ; Korhonen, Matti ; Fillion, Joshua ; Heinisuo, Markku. /
End-plate connections in Bi-axial bending - Measurements. 13th International Aluminium Conference, Sustainability, Durability and Structural Advantages, : INALCO 2016; Naples; Italy; 21 September 2016 through 23 September 2016. Toimittaja / F. M. Mazzolani ; A. Squillace ; B. Faggiano ; F. Bellucci . Vuosikerta 710 Trans Tech Publications Ltd, 2016. Sivut 275-280 (Key Engineering Materials).
@inproceedings{1d125b980d5d4fe886a587ace199be2c,
title = "End-plate connections in Bi-axial bending - Measurements",
abstract = "In this paper we consider the measurements of bolted end-plate connections of tubular beams with cold-formed hollow rectangular aluminium sections. The motivation for these measurements originates from the fact that the aluminium standard (EN 1999-1-1) [1] does not cover the design of this very frequently used type of connection, where the bolts are located outside the edge-lines of the cross-section, i.e. corner bolts. Many tests and studies regarding this area have been conducted, but this paper brings value to the case where bi-axial bending is applied. The measurements have been carried out and the detailed results shall be shown. In this paper, we will focus on the six measurements where the tubular beams were bent uniaxially and biaxially to these limit points. The tests were stopped when the ultimate limit state was reached. In this case the connection never actually broke, but effectively the joint had lost its load bearing capacity. Some residual capacity still remained, but the displacements were too great resulting in a totally different behavior of the connection. The behavior of this connection is highly non-linear, since aluminium (AW 5754) as a material is strain hardening and the mechanism in the connection changes as the displacements increase.",
keywords = "Bi-axial bending measurements, End-plate connection",
author = "Jari M{\"a}kinen and Keijo Fr{\"a}nti and Matti Korhonen and Joshua Fillion and Markku Heinisuo",
note = "INT=rak,{"}Fr{\"a}nti, Keijo{"} INT=rak,{"}Korhonen, Matti{"} JUFOID=62253",
year = "2016",
doi = "10.4028/www.scientific.net/KEM.710.275",
language = "English",
isbn = "9783038356219",
volume = "710",
series = "Key Engineering Materials",
publisher = "Trans Tech Publications Ltd",
pages = "275--280",
editor = "Mazzolani, {F. M.} and A. Squillace and B. Faggiano and {Bellucci }, F.",
booktitle = "13th International Aluminium Conference, Sustainability, Durability and Structural Advantages,",
}
RIS (suitable for import to EndNote) - Lataa
TY - GEN
T1 - End-plate connections in Bi-axial bending - Measurements
AU - Mäkinen, Jari
AU - Fränti, Keijo
AU - Korhonen, Matti
AU - Fillion, Joshua
AU - Heinisuo, Markku
N1 - INT=rak,"Fränti, Keijo"
INT=rak,"Korhonen, Matti"
JUFOID=62253
PY - 2016
Y1 - 2016
N2 - In this paper we consider the measurements of bolted end-plate connections of tubular beams with cold-formed hollow rectangular aluminium sections. The motivation for these measurements originates from the fact that the aluminium standard (EN 1999-1-1) [1] does not cover the design of this very frequently used type of connection, where the bolts are located outside the edge-lines of the cross-section, i.e. corner bolts. Many tests and studies regarding this area have been conducted, but this paper brings value to the case where bi-axial bending is applied. The measurements have been carried out and the detailed results shall be shown. In this paper, we will focus on the six measurements where the tubular beams were bent uniaxially and biaxially to these limit points. The tests were stopped when the ultimate limit state was reached. In this case the connection never actually broke, but effectively the joint had lost its load bearing capacity. Some residual capacity still remained, but the displacements were too great resulting in a totally different behavior of the connection. The behavior of this connection is highly non-linear, since aluminium (AW 5754) as a material is strain hardening and the mechanism in the connection changes as the displacements increase.
AB - In this paper we consider the measurements of bolted end-plate connections of tubular beams with cold-formed hollow rectangular aluminium sections. The motivation for these measurements originates from the fact that the aluminium standard (EN 1999-1-1) [1] does not cover the design of this very frequently used type of connection, where the bolts are located outside the edge-lines of the cross-section, i.e. corner bolts. Many tests and studies regarding this area have been conducted, but this paper brings value to the case where bi-axial bending is applied. The measurements have been carried out and the detailed results shall be shown. In this paper, we will focus on the six measurements where the tubular beams were bent uniaxially and biaxially to these limit points. The tests were stopped when the ultimate limit state was reached. In this case the connection never actually broke, but effectively the joint had lost its load bearing capacity. Some residual capacity still remained, but the displacements were too great resulting in a totally different behavior of the connection. The behavior of this connection is highly non-linear, since aluminium (AW 5754) as a material is strain hardening and the mechanism in the connection changes as the displacements increase.
KW - Bi-axial bending measurements
KW - End-plate connection
UR - http://www.scopus.com/inward/record.url?scp=84989839177&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/KEM.710.275
DO - 10.4028/www.scientific.net/KEM.710.275
M3 - Conference contribution
SN - 9783038356219
VL - 710
T3 - Key Engineering Materials
SP - 275
EP - 280
BT - 13th International Aluminium Conference, Sustainability, Durability and Structural Advantages,
A2 - Mazzolani, F. M.
A2 - Squillace, A.
A2 - Faggiano, B.
A2 - Bellucci , F.
PB - Trans Tech Publications Ltd
ER -