Steel–concrete composite flange plate connections — finite element modeling and parametric studies
Composite connections are defined as the regions where composite beam frames into a steel column. A composite flange plate connection with web cleats is studied here since it is expected to satisfy the seismic performance requirements at a reasonable cost. A modification of the traditional flange pl...
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| Published in | Journal of constructional steel research Vol. 82; pp. 164 - 176 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.03.2013
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0143-974X 1873-5983 |
| DOI | 10.1016/j.jcsr.2013.01.002 |
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| Abstract | Composite connections are defined as the regions where composite beam frames into a steel column. A composite flange plate connection with web cleats is studied here since it is expected to satisfy the seismic performance requirements at a reasonable cost. A modification of the traditional flange plate connection, termed as stiffened flange plate connection, is also studied and its merits over the flange plate connection are assessed. The flange plate and stiffened flange plate connections are analyzed by finite element method and the validity of the model developed established by comparing with the envelope of the cyclic moment–rotation curve and the failure mode obtained from tests. Parametric studies were done to understand the connection parameters influencing the moment–rotation behavior of the connections under hogging and sagging moments. Based on the results of the parametric studies, mathematical equations have been developed for predicting the initial stiffness, moment capacity and ultimate rotation under hogging and sagging moments, and thus the entire moment–rotation curve. A simplified bilinear model is also developed for use in semi-rigid frame analysis and dynamic analysis.
► A simplified finite element model is developed for composite connections. ► Flange plate and stiffened flange plate connections are analyzed using the model. ► Parametric studies are done to understand the their influence on the behavior. ► Equations have been developed for predicting the connection behavior. ► A simplified bi-linear model is also developed for use in analysis. |
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| AbstractList | Composite connections are defined as the regions where composite beam frames into a steel column. A composite flange plate connection with web cleats is studied here since it is expected to satisfy the seismic performance requirements at a reasonable cost. A modification of the traditional flange plate connection, termed as stiffened flange plate connection, is also studied and its merits over the flange plate connection are assessed. The flange plate and stiffened flange plate connections are analyzed by finite element method and the validity of the model developed established by comparing with the envelope of the cyclic moment–rotation curve and the failure mode obtained from tests. Parametric studies were done to understand the connection parameters influencing the moment–rotation behavior of the connections under hogging and sagging moments. Based on the results of the parametric studies, mathematical equations have been developed for predicting the initial stiffness, moment capacity and ultimate rotation under hogging and sagging moments, and thus the entire moment–rotation curve. A simplified bilinear model is also developed for use in semi-rigid frame analysis and dynamic analysis.
► A simplified finite element model is developed for composite connections. ► Flange plate and stiffened flange plate connections are analyzed using the model. ► Parametric studies are done to understand the their influence on the behavior. ► Equations have been developed for predicting the connection behavior. ► A simplified bi-linear model is also developed for use in analysis. |
| Author | Kumar, S.R. Satish Smitha, M.S. |
| Author_xml | – sequence: 1 givenname: M.S. surname: Smitha fullname: Smitha, M.S. – sequence: 2 givenname: S.R. Satish surname: Kumar fullname: Kumar, S.R. Satish email: kim@iitm.ac.in |
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| CitedBy_id | crossref_primary_10_1016_j_istruc_2020_01_046 crossref_primary_10_1617_s11527_014_0261_3 crossref_primary_10_1680_jmacr_15_00326 crossref_primary_10_1007_s13296_018_0310_9 crossref_primary_10_1016_j_istruc_2025_108230 crossref_primary_10_1007_s10518_022_01500_1 crossref_primary_10_1088_1757_899X_1002_1_012007 crossref_primary_10_12989_scs_2016_21_3_461 crossref_primary_10_1016_j_conbuildmat_2015_07_134 |
| Cites_doi | 10.1061/(ASCE)0733-9445(2005)131:10(1593) 10.1061/(ASCE)0733-9445(2000)126:3(371) 10.1016/0045-7949(77)90033-5 10.1061/(ASCE)0733-9445(1998)124:10(1148) 10.1061/(ASCE)0733-9445(2003)129:1(12) 10.1016/0045-7949(89)90082-5 10.1016/j.engstruct.2004.09.008 10.1061/(ASCE)0733-9445(2004)130:2(343) 10.1061/(ASCE)0733-9445(2000)126:6(662) 10.1061/(ASCE)0733-9445(1993)119:1(16) 10.1016/j.engstruct.2006.07.003 10.1680/iicep.1991.17485 10.1061/(ASCE)0733-9445(1990)116:7(1813) 10.1061/(ASCE)0733-9445(1998)124:10(1099) 10.1016/j.jcsr.2003.08.011 10.1016/j.jcsr.2008.01.012 10.1016/0045-7949(80)90163-7 10.1061/(ASCE)0733-9445(2002)128:9(1158) 10.1061/(ASCE)0733-9445(2003)129:11(1466) 10.1016/j.jcsr.2003.08.010 10.1016/0143-974X(90)90044-H 10.1016/S0045-7949(00)00064-X 10.1016/j.jcsr.2005.11.015 10.1061/(ASCE)0733-9445(1989)115:8(2029) |
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| Keywords | Partial interaction Finite element analysis Semi-rigid connections Steel–concrete composite connections Bilinear model Moment–rotation curve |
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| Snippet | Composite connections are defined as the regions where composite beam frames into a steel column. A composite flange plate connection with web cleats is... |
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| StartPage | 164 |
| SubjectTerms | Bilinear model Finite element analysis Moment–rotation curve Partial interaction Semi-rigid connections Steel–concrete composite connections |
| Title | Steel–concrete composite flange plate connections — finite element modeling and parametric studies |
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| Volume | 82 |
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