Experimental investigation of moment redistribution in ultra-high performance fibre reinforced concrete beams
•An experimental study of moment redistribution in UHPC 2 span continuous beams.•Shows members fail through rupture of reinforcement.•Approaches in national codes of practice are not always conservative. In the design of statically indeterminate structures the concept of moment redistribution is use...
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| Published in | Construction & building materials Vol. 166; pp. 433 - 444 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
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Elsevier Ltd
30.03.2018
Elsevier B.V |
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| Abstract | •An experimental study of moment redistribution in UHPC 2 span continuous beams.•Shows members fail through rupture of reinforcement.•Approaches in national codes of practice are not always conservative.
In the design of statically indeterminate structures the concept of moment redistribution is used to reduce the absolute magnitudes of moments in critical regions, to fully utilise the capacity of non-critical cross sections, and to simplify detailing by enabling a reduction in reinforcement ratios. Due to the complex mechanisms which control the formation and rotation of plastic hinges, moment redistribution capacities are commonly empirically based, and hence not necessarily applicable outside of the bounds of the testing regime from which they were derived. This paper presents the results of an experimental study of the moment redistribution capacity of four two-span continuous beams constructed from ultra-high performance fibre reinforced concrete (UHPFRC) and with various reinforcement ratios, such that the suitability of extending of exiting empirical design approaches to UHPFRC can be investigated. The results of the experimental investigation show that for beams where the hinge formed at the support, the observed moment redistribution was greater than the code predictions. However for the beam where the hinge formed under the load points, observed moment redistribution was significantly less than codes predictions. Hence, the results of this study show current design guidelines do not always provide a conservative prediction of moment redistribution in UHPFRC beams. |
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| AbstractList | •An experimental study of moment redistribution in UHPC 2 span continuous beams.•Shows members fail through rupture of reinforcement.•Approaches in national codes of practice are not always conservative.
In the design of statically indeterminate structures the concept of moment redistribution is used to reduce the absolute magnitudes of moments in critical regions, to fully utilise the capacity of non-critical cross sections, and to simplify detailing by enabling a reduction in reinforcement ratios. Due to the complex mechanisms which control the formation and rotation of plastic hinges, moment redistribution capacities are commonly empirically based, and hence not necessarily applicable outside of the bounds of the testing regime from which they were derived. This paper presents the results of an experimental study of the moment redistribution capacity of four two-span continuous beams constructed from ultra-high performance fibre reinforced concrete (UHPFRC) and with various reinforcement ratios, such that the suitability of extending of exiting empirical design approaches to UHPFRC can be investigated. The results of the experimental investigation show that for beams where the hinge formed at the support, the observed moment redistribution was greater than the code predictions. However for the beam where the hinge formed under the load points, observed moment redistribution was significantly less than codes predictions. Hence, the results of this study show current design guidelines do not always provide a conservative prediction of moment redistribution in UHPFRC beams. |
| Audience | Trade |
| Author | Mohamad Ali, M.S. Visintin, P. Sturm, A.B. Xie, T. |
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| Cites_doi | 10.1680/macr.2005.57.6.347 10.1680/macr.2005.57.1.9 10.1139/L08-064 10.1016/j.engstruct.2010.07.017 10.1016/j.conbuildmat.2016.02.102 10.1016/j.engstruct.2011.11.028 10.1139/l04-080 10.1139/l11-078 10.1260/1369-4332.18.8.1173 10.1061/(ASCE)1084-0702(2008)13:6(602) 10.1016/j.conbuildmat.2017.02.002 10.1002/suco.201500085 10.1680/stbu.2010.163.3.165 |
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Concr. doi: 10.1002/suco.201500085 contributor: fullname: Visintin – year: 2006 ident: 10.1016/j.conbuildmat.2018.01.156_b0105 contributor: fullname: Standards Australia – ident: 10.1016/j.conbuildmat.2018.01.156_b0060 – ident: 10.1016/j.conbuildmat.2018.01.156_b0005 – volume: 136 start-page: 165 issue: 3 year: 2010 ident: 10.1016/j.conbuildmat.2018.01.156_b0070 article-title: Moment redistribution in reinforced concrete beams publication-title: Proc. ICE Struct. Build. doi: 10.1680/stbu.2010.163.3.165 contributor: fullname: Oehlers |
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