Structural properties of composite major axis end plate connections
For design, the key structural properties of a joint are the moment resistance, the stiffness and the rotation capacity. These are all dependent on the depth of the connected beam. This paper reports a series of tests on composite end plate connections for beam sections up to 530 mm deep. These show...
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| Published in: | Journal of constructional steel research Vol. 57; no. 3; pp. 327 - 349 |
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| Main Authors: | , |
| Format: | Journal Article |
| Language: | English |
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Elsevier Ltd
01-03-2001
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| Abstract | For design, the key structural properties of a joint are the moment resistance, the stiffness and the rotation capacity. These are all dependent on the depth of the connected beam. This paper reports a series of tests on composite end plate connections for beam sections up to 530 mm deep. These show that failure is likely to occur through fracture of the slab reinforcement but usually only after substantial rotational deformation has developed. These and earlier tests are used to evaluate current proposals for prediction of the key structural properties. These are found to provide acceptable results for design. |
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| AbstractList | For design, the key structural properties of a joint are the moment resistance, the stiffness and the rotation capacity. These are all dependent on the depth of the connected beam. This paper reports a series of tests on composite end plate connections for beam sections up to 530 mm deep. These show that failure is likely to occur through fracture of the slab reinforcement but usually only after substanial rotational deformation has developed. These and earlier tests are used to evaluate current proposals for prediction of the key structural properties. These are found to provide acceptable results for design. For design, the key structural properties of a joint are the moment resistance, the stiffness and the rotation capacity. These are all dependent on the depth of the connected beam. This paper reports a series of tests on composite end plate connections for beam sections up to 530 mm deep. These show that failure is likely to occur through fracture of the slab reinforcement but usually only after substantial rotational deformation has developed. These and earlier tests are used to evaluate current proposals for prediction of the key structural properties. These are found to provide acceptable results for design. |
| Author | Anderson, D Brown, N.D |
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| Cites_doi | 10.1016/0143-974X(96)00015-6 10.1016/0143-974X(95)00015-N 10.1016/0143-974X(94)90022-1 10.1016/0143-974X(94)90021-3 |
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| References_xml | – start-page: 441 year: 1996 end-page: 452 ident: BIB5 article-title: The stiffness model of revised Annex J of Eurocode 3 publication-title: Connections in steel structures III behaviour, strength & design contributor: fullname: Steenhuis – volume: 37 start-page: 63 year: 1996 end-page: 90 ident: BIB15 article-title: Composite connections in steel and concrete. II. Moment capacity of composite flush endplate connections publication-title: J. Construct. Steel Res. contributor: fullname: Choo – volume: 75 start-page: 233 year: 1997 end-page: 244 ident: BIB17 article-title: Design of flush endplate connections in composite beams publication-title: Strut. Engr. contributor: fullname: Nethercot – volume: 5 start-page: 1 year: 1989 end-page: 28 ident: BIB6 article-title: Semi-rigid joints in steel–concrete composite frames publication-title: Construzioni Metalliche contributor: fullname: Zandonini – volume: 78 start-page: 25 year: 2000 end-page: 29 ident: BIB22 article-title: Design rotation capacity of composite joints publication-title: Strut Engr contributor: fullname: Kronenberger – volume: 31 start-page: 3 year: 1994 end-page: 30 ident: BIB7 article-title: Composite connections in steel and concrete. I. Experimental behaviour of composite beam–column connections publication-title: J. Construct. Steel Res. contributor: fullname: Nethercot – volume: 38 start-page: 125 year: 1996 end-page: 164 ident: BIB9 article-title: Behaviour of flush endplate composite connections with unbalanced moment and variable shear/moment ratios: Part 1: Experimental behaviour publication-title: J. Construct. Steel Res. contributor: fullname: Choo – start-page: 11 year: 1996 end-page: 22 ident: BIB20 article-title: Influence of slip of the shear connection on composite joint behaviour publication-title: Connections in steel structures III behaviour, strength and design contributor: fullname: Aribert – volume: 31 start-page: 31 year: 1994 end-page: 57 ident: BIB8 article-title: Performance of composite connections: major axis end plate joints publication-title: J. Construct. Steel Res. contributor: fullname: Najafi – ident: 10.1016/S0143-974X(00)00034-1_BIB12 – ident: 10.1016/S0143-974X(00)00034-1_BIB1 – volume: 38 start-page: 125 issue: 2 year: 1996 ident: 10.1016/S0143-974X(00)00034-1_BIB9 article-title: Behaviour of flush endplate composite connections with unbalanced moment and variable shear/moment ratios: Part 1: Experimental behaviour publication-title: J. Construct. Steel Res. doi: 10.1016/0143-974X(96)00015-6 contributor: fullname: Li – ident: 10.1016/S0143-974X(00)00034-1_BIB10 – ident: 10.1016/S0143-974X(00)00034-1_BIB11 – ident: 10.1016/S0143-974X(00)00034-1_BIB2 – ident: 10.1016/S0143-974X(00)00034-1_BIB13 – volume: 75 start-page: 233 issue: 14 year: 1997 ident: 10.1016/S0143-974X(00)00034-1_BIB17 article-title: Design of flush endplate connections in composite beams publication-title: Strut. Engr. contributor: fullname: Ahmed – ident: 10.1016/S0143-974X(00)00034-1_BIB14 – start-page: 441 year: 1996 ident: 10.1016/S0143-974X(00)00034-1_BIB5 article-title: The stiffness model of revised Annex J of Eurocode 3 contributor: fullname: Weynand – volume: 37 start-page: 63 year: 1996 ident: 10.1016/S0143-974X(00)00034-1_BIB15 article-title: Composite connections in steel and concrete. II. Moment capacity of composite flush endplate connections publication-title: J. Construct. Steel Res. doi: 10.1016/0143-974X(95)00015-N contributor: fullname: Xiao – ident: 10.1016/S0143-974X(00)00034-1_BIB4 – ident: 10.1016/S0143-974X(00)00034-1_BIB3 – volume: 78 start-page: 25 issue: 6 year: 2000 ident: 10.1016/S0143-974X(00)00034-1_BIB22 article-title: Design rotation capacity of composite joints publication-title: Strut Engr contributor: fullname: Anderson – ident: 10.1016/S0143-974X(00)00034-1_BIB23 – ident: 10.1016/S0143-974X(00)00034-1_BIB21 – ident: 10.1016/S0143-974X(00)00034-1_BIB19 – volume: 31 start-page: 31 year: 1994 ident: 10.1016/S0143-974X(00)00034-1_BIB8 article-title: Performance of composite connections: major axis end plate joints publication-title: J. Construct. Steel Res. doi: 10.1016/0143-974X(94)90022-1 contributor: fullname: Anderson – ident: 10.1016/S0143-974X(00)00034-1_BIB24 – ident: 10.1016/S0143-974X(00)00034-1_BIB18 – ident: 10.1016/S0143-974X(00)00034-1_BIB16 – volume: 5 start-page: 1 year: 1989 ident: 10.1016/S0143-974X(00)00034-1_BIB6 article-title: Semi-rigid joints in steel–concrete composite frames publication-title: Construzioni Metalliche contributor: fullname: Benussi – start-page: 11 year: 1996 ident: 10.1016/S0143-974X(00)00034-1_BIB20 article-title: Influence of slip of the shear connection on composite joint behaviour contributor: fullname: Aribert – volume: 31 start-page: 3 year: 1994 ident: 10.1016/S0143-974X(00)00034-1_BIB7 article-title: Composite connections in steel and concrete. I. Experimental behaviour of composite beam–column connections publication-title: J. Construct. Steel Res. doi: 10.1016/0143-974X(94)90021-3 contributor: fullname: Xiao |
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