TY - JOUR
T1 - Dynamic testing and analysis of the world’s first metal 3D printed bridge
AU - Wynne, Zach
AU - Buchanan, Craig
AU - Kyvelou, Pinelopi
AU - Leroy, Gardner
AU - Kromanis, Rolands
AU - Stratford, Tim
AU - Reynolds, Thomas
N1 - Funding Information:
The research presented in this paper was supported by the Data-Centric Engineering programme at the Alan Turing Institute, funded by the Lloyd’s Register Foundation . Support for Z. Wynne was provided by an EPSRC Doctoral Training Partnership Studentship ( EP/R513209/1 ). The authors would also like to thank Autodesk, the BRIDE Project, Force Technology, and the University of Twente, for their contributions to the MX3D Smart Bridge Project. Special thanks are given to the University of Twente for hosting the experimental testing presented in this paper.
Funding Information:
The research presented in this paper was supported by the Data-Centric Engineering programme at the Alan Turing Institute, funded by the Lloyd's Register Foundation. Support for Z. Wynne was provided by an EPSRC Doctoral Training Partnership Studentship (EP/R513209/1). The authors would also like to thank Autodesk, the BRIDE Project, Force Technology, and the University of Twente, for their contributions to the MX3D Smart Bridge Project. Special thanks are given to the University of Twente for hosting the experimental testing presented in this paper.
Publisher Copyright:
© 2022 The Authors
PY - 2022/12
Y1 - 2022/12
N2 - The MX3D Bridge is the world’s first additively manufactured metal bridge. It is a 10.5m-span footbridge, and its dynamic response is a key serviceability consideration. The bridge has a flowing, sculptural form and its response to footfall was initially studied using a 3D finite element (FE) model featuring the designed geometry and material properties obtained from coupon tests. The bridge was tested using experimental modal analysis (EMA) and operational modal analysis (OMA) during commissioning prior to installation. The results have shown that the measured vibration response of the bridge under footfall excitation is 200% greater than predictions based on the FE model and contemporary design guidance. The difference between predicted and measured behaviour is attributed to the complexity of the structure, underestimation of the modal mass in the FE model, and the time-variant modal behaviour of the structure under pedestrian footfall. Both OMA and EMA give a dominant natural frequency for the bridge of between 5.19▒Hz and 5.32▒Hz, higher than the FE model prediction of 4.31▒Hz, and average damping estimates across all modes of vibration below 15▒Hz of 0.61% and 0.74% respectively, higher than the 0.5% assumed within the design guidance, slightly reducing the peak response factor predicted for the bridge.
AB - The MX3D Bridge is the world’s first additively manufactured metal bridge. It is a 10.5m-span footbridge, and its dynamic response is a key serviceability consideration. The bridge has a flowing, sculptural form and its response to footfall was initially studied using a 3D finite element (FE) model featuring the designed geometry and material properties obtained from coupon tests. The bridge was tested using experimental modal analysis (EMA) and operational modal analysis (OMA) during commissioning prior to installation. The results have shown that the measured vibration response of the bridge under footfall excitation is 200% greater than predictions based on the FE model and contemporary design guidance. The difference between predicted and measured behaviour is attributed to the complexity of the structure, underestimation of the modal mass in the FE model, and the time-variant modal behaviour of the structure under pedestrian footfall. Both OMA and EMA give a dominant natural frequency for the bridge of between 5.19▒Hz and 5.32▒Hz, higher than the FE model prediction of 4.31▒Hz, and average damping estimates across all modes of vibration below 15▒Hz of 0.61% and 0.74% respectively, higher than the 0.5% assumed within the design guidance, slightly reducing the peak response factor predicted for the bridge.
KW - 3D printing
KW - Additive manufacturing
KW - Finite element analysis
KW - Footfall induced vibration
KW - Modal analysis
KW - Vibration response
U2 - 10.1016/j.cscm.2022.e01541
DO - 10.1016/j.cscm.2022.e01541
M3 - Article
SN - 2214-5095
VL - 17
JO - Case Studies in Construction Materials
JF - Case Studies in Construction Materials
M1 - e01541
ER -