Abstract
Aluminum has been increasingly employed in space, building, and other structures owing to its light weight and high durability. Compared with structural steel, aluminum has relatively low ductility and is more apt to fail during strong earthquakes. Seismic loading is associated with random strain amplitudes, which makes it necessary to calibrate a plasticity model at the full strain range. Based on the achievements in the previous chapter, this chapter aims to propose a straightforward approach to accurately evaluate hysteretic properties of aluminum material and structures under variable-amplitude cyclic loading within the full strain range till fracture, where only representative mechanical variables such as yield strength and tensile strength are required to calibrate the generalized Armstrong–Frederick model. The newly proposed method is validated at both material and member levels, respectively, through quasi-static cyclic experiments on double-edge-notched specimens and aluminum buckling-restrained braces. The validation results show that the proposed method can well describe cyclic plasticity of aluminum members at the full strain range.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
ABAQUS (2010) ABAQUS standard manual (version 6.10). Karlsson & Sorensen Inc., Hibbitt, Pawtucket
Brando G et al (2013) Experimental tests of a new hysteretic damper made of buckling inhibited shear panels. Mater Struct 46:2121–2133
Chang KC, Lee GC (1986a) Biaxial properties of structural steel under nonproportional loading. J Eng Mech (ASCE) 112
Chang KC, Lee GC (1986b) Constitutive relations of structure steel under nonproportional loading. J Eng Mech (ASCE) 112
Dørum C et al (2010) Finite element analysis of plastic failure in heat-affected zone of welded aluminium connections. Comput Struct 88:519–528
De Matteis G et al (2000) T-stub aluminium joints: influence of behavioural parameters. Comput Struct 78:311–327
De Matteis G et al (2008) Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners. Comput Struct 86:545–555
Dey P et al (2016) Evaluation of design guidelines for the serviceability assessment of aluminum pedestrian bridges. J Bridge Eng (ASCE) 22:04016109
Frederick CO, Armstrong PJ (2007) A mathematical representation of the multiaxial Bauschinger effect. Mater High Temp 24:1–26
Ge H, Kang L (2014) Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading. Eng Struct 59:809–820
Hu F et al (2016a) Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: calibration and validation. Eng Struct 118:210–227
Hu F et al (2016b) Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation. Eng Struct (In press)
Jia L-J, Kuwamura H (2014a) Ductile fracture simulation of structural steels under monotonic tension. J Struct Eng (ASCE) 140:04013115
Jia L-J, Kuwamura H (2014b) Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results. J Struct Eng (ASCE) 140:04013056
Jia L-J, Kuwamura H (2015) Ductile fracture model for structural steel under cyclic large strain loading. J Constr Steel Res 106:110–121
Jia L-J et al (2016a) Experimental and numerical study on ductile fracture of structural steels under combined shear and tension. J Bridge Eng (ASCE):04016008
Jia L-J et al (2016b) Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading. Constr Build Mater 112:69–83
Kang L et al (2015) Experimental and ductile fracture model study of single-groove welded joints under monotonic loading. Eng Struct 85:36–51
Khadyko M et al (2015) Simulation of large-strain behaviour of aluminium alloy under tensile loading using anisotropic plasticity models. Comput Struct 157:60–75
Kuhlmann-Wilsdorf D, Laird C (1979) Dislocation behavior in fatigue II. Friction stress and back stress as inferred from an analysis of hysteresis loops. Mat Sci Eng 37:111–120
Liao F et al (2015) Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria. Eng Struct 94:16–28
Liu Y et al (2017) Ductile-fatigue transition fracture mode of welded T-joints under quasi-static cyclic large plastic strain loading. Eng Fract Mech 176:38–60
Matteis GD et al (2001) Cross-sectional classification for aluminum beams—parametric study. J Struct Eng (ASCE) 127:271–279
Mazzolani FM et al (2011) Local buckling of aluminum alloy angles under uniform compression. J Struct Eng (ASCE) 137:173–184
Moen LA et al (1999) Rotational capacity of aluminum beams under moment gradient. II: numerical simulations. J Struct Eng (ASCE) 125:921–929
Rosien FJ, Ostertag CP (2009) Low cycle fatigue behavior of constraint connections. Mater Struct 42:171–182
Saleem MA et al (2012) Experimental evaluation of aluminum bridge deck system. J Bridge Eng (ASCE) 17:97–106
Shen C et al (1995) Cyclic behavior of structural steels. II: theory. J Eng Mech (ASCE) 121
Su M-N et al (2015) Continuous beams of aluminum alloy tubular cross sections. I: tests and FE model validation. J Struct Eng (ASCE) 141:04014232
Su M-N et al (2016) The continuous strength method for the design of aluminium alloy structural elements. Eng Struct 122:338–348
Tabatabai H, Hawileh R, Rahman A (2010) Evaluation of the low-cycle fatigue life in ASTM A706 and A615 grade 60 steel reinforcing bars. J Mater Civ Eng 22
Ucak A, Tsopelas P (2011) Constitutive model for cyclic response of structural steels with yield plateau. J Struct Eng (ASCE) 137
Ucak A, Tsopelas P (2012) Accurate modeling of the cyclic response of structural components constructed of steel with yield plateau. Eng Struct 35:272–280
Wang J et al (2016) Constitutive model of low-yield point steel and its application in numerical simulation of buckling-restrained braces. J Mater Civ Eng 28
Wang CL et al (2018) Concept and performance testing of an aluminum alloy bamboo-shaped energy dissipater. Struct Des Tall Spec Buildings 27:e1444
Yin S et al (2004) Degradation and buckling of I-beams under cyclic pure bending. J Eng Mech (ASCE) 130:809–817
Yoshida F, Uemori T (2002) A model of large-strain cyclic plasticity describing the Bauschinger effect and workhardening stagnation. Int J Plast 18:661–686
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this chapter
Cite this chapter
Jia, LJ., Ge, H. (2019). Cyclic Plasticity of Aluminum in Large Plastic Strain Ranges. In: Ultra-low-Cycle Fatigue Failure of Metal Structures under Strong Earthquakes. Springer Tracts in Civil Engineering . Springer, Singapore. https://doi.org/10.1007/978-981-13-2661-5_9
Download citation
DOI: https://doi.org/10.1007/978-981-13-2661-5_9
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-2660-8
Online ISBN: 978-981-13-2661-5
eBook Packages: EngineeringEngineering (R0)