1. School of Engineering, RMIT University, Melbourne, VIC 3001, Australia
2. Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518061, China
3. School of Civil, Environmental and Mining Engineering, The University of Adelaide, South Australia 5005, Australia
scott.smith@adelaide.au
Show less
History+
Received
Accepted
Published Online
2018-07-31
2018-08-21
2019-07-04
PDF
(1046KB)
Abstract
Safety margin and construction costs are two conflicting goals for a structure. By providing a fuse in a structure that is triggered at a certain level of over-loading, further increase of loading is prohibited and failure of the structure is changed to a safer mode. As overloading is controlled and a safer failure mode is enforced, a fused structure requires a smaller safety factor thus leading to more economical construction without compromising safety. The use of a fuse will also facilitate safer use of advanced construction materials such as fiber-reinforced polymer (FRP) composites. In this case, a fuse can transfer the sudden and dangerous failure mode associated with brittle FRP debonding or rupture to a safe and ductile failure mode at the fuse location. This paper introduces a new type of fused structure as well as an associated design philosophy and approach, in addition to examples of engineering applications.
Schossig W. Introduction to the history of selective protection. PAC Magazine, 2007, 70–74
[2]
Melchers R E. Structural reliability theory in the context of structural safety. Civil Engineering and Environmental Systems, 2007, 24(1): 55–69
[3]
Stewart M G, Foster S, Ahammed M, Sirivivatnanon V. Calibration of australian standard AS3600 concrete structures part II: Reliability indices and changes to capacity reduction factors. Australian Journal of Structural Engineering, 2016, 17(4): 254–266
[4]
AS/NZS 1170.0 2002. Structural Design Actions-Part 0: General Principles. Standards Australia, Sydney NSW, 2002
[5]
Melchers R E, Beck A T. Structural Reliability Analysis and Prediction. West Sussex: John Wiley & Sons, 2017
[6]
Mosley B, Bungey J, Hulse R, Mosley W H. Reinforced Concrete Design to Eurocode 2. 7th Ed. New York: Palgrave MacMillan, 2012
[7]
El-Bahey S, Bruneau M. Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents. Engineering Structures, 2011, 33(3): 1052–1061
[8]
Kauffman A, Memari A M. Performance evaluation of different masonry infill walls with structural fuse elements based on in-plane cyclic load testing. Buildings, 2014, 4(4): 605–634
[9]
Li G, Jiang Y, Zhang S Z, Zeng Y, Li Q. Seismic design or retrofit of buildings with metallic structural fuses by the damage-reduction spectrum. Earthquake Engineering and Engineering Vibration, 2015, 14(1): 85–96
[10]
Shoeibi S, Kafi M A, Gholhaki M. New performance-based seismic design method for structures with structural fuse system. Engineering Structures, 2017, 132: 745–760
[11]
Cui S. Integrated design methodology for isolated floor systems in single-degree-of-freedom structural fuse systems. Thesis for the Doctoral Degree. Buffalo: State University of New York at Buffalo, 2012
[12]
Vargas R, Bruneau M. Experimental response of buildings designed with metallic structural fuses. II. Journal of Structural Engineering, 2009, 135(4): 394–403
[13]
Burgoyne C, Balafas I. Why is FRP not a financial success? In: Proceedings of the 8th International Conerence on FRP Reinforcement for Reinforced Concrete Structures, FRPRCS-8. Patras: University of Patras, 2007
[14]
Val D V, Stewart M G. Life-cycle cost analysis of reinforced concrete structures in marine environments. Structural Safety, 2003, 25(4): 343–362
[15]
Eamon C D, Jensen E A, Grace N F, Shi X. Life-cycle cost analysis of alternative reinforcement materials for bridge superstructures considering cost and maintenance uncertainties. Journal of Materials in Civil Engineering, 2012, 24(4): 373–380
[16]
Ilg P, Hoehne C, Guenther E. High-performance materials in infrastructure: A review of applied life cycle costing and its drivers-the case of fiber-reinforced composites. Journal of Cleaner Production, 2016, 112: 926–945
[17]
Meiarashi S, Nishizaki I, Kishima T. Life-cycle cost of all-composite suspension bridge. Journal of Composites for Construction, 2002, 6(4): 206–214
[18]
Grace N F, Jensen E A, Eamon C D, Shi X. Life-cycle cost analysis of carbon fiber-reinforced polymer reinforced concrete bridges. ACI Structural Journal, 2012, 109(5): 697–704
[19]
Naaman A. FRP reinforcements in structural concrete: Assessment, progress and prospects. In: Fiber-Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS-6. Singapore: World Scientific, 2003, 3–24
[20]
ACI 440.1R–15. Guide for the Design and Construction of Structural Concrete Reinforced with Fber-Reinforced Polymer (FRP) Bars. Farmington Hills, MI: American Concrete Institute, 2015
[21]
Paulay T, Priestley M J N. Seismic Design of Reinforced Concrete and Masonry Buildings. New York: John Wiley and Sons, 1992
[22]
Wu Y F, Jiang J F, Liu K. Perforated SIFCON blocks—An extraordinarily ductile material ideal for use in compression yielding structural systems. Construction & Building Materials, 2010, 24(12): 2454–2465
[23]
Homrich J R, Naaman A E. Stress-strain properties of SIFCON in compression. In: Fiber Reinforced Concrete Properties and Applications, ACI SP-105. Detroit: American Concrete Institute, 1987, 283–304
[24]
Wu Y F. Ductility demand of compression yielding fiber-reinforced polymer-reinforced concrete beams. ACI Structural Journal, 2008, 105(1): 104–110
[25]
Zhou Y W, Wu Y F, Teng J G, Leung A Y T. Parametric space for the optimal design of compression-yielding FRP-reinforced concrete beams. Materials and Structures, 2010, 43(1–2): 81–97
[26]
Zhou Y W, Wu Y F, Teng J G, Leung A Y T. Ductility analysis of compression-yielding FRP-reinforced composite beams. Cement and Concrete Composites, 2009, 31(9): 682–691
[27]
Wu Y F, Zhou Y W, He X Q. Performance-based optimal design of compression-yielding FRP-reinforced concrete beams. Composite Structures, 2010, 93(1): 113–123
[28]
Wu Y F, Zhou Y W. Controlling the damage of concrete columns through compression yielding. Structural Control and Health Monitoring, 2011, 18(8): 890–907
[29]
Nowak A S, Collins K R. Reliability of Structures. McGraw-Hill, 2000
[30]
GB50068. Unified Standard for Reliability Design of Building Structures. Beijing: China Building Industry Press, 2001 (in Chinese)
[31]
ACI 318-14. Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI: American Concrete Institute, 2014
[32]
Rubinstein R Y, Kroese D P. Simulation and the Monte Carlo Method. John Wiley & Sons, 2016
[33]
Galambos T V, Ellingwood B, MacGregor J G, Cornell C A. Probability based load criteria: Assessment of current design practice. Journal of the Structural Division, 1982, 108: 959–977
[34]
Huang X, Chen J, Zhu H. Assessing small failure probabilities by AK-SS: An active learning method combining Kriging and subset simulation. Structural Safety, 2016, 59: 86–95
RIGHTS & PERMISSIONS
Higher Education Press and Springer-Verlag GmbH Germany, part of Springer Nature