Damage evolution in high density polyethylene under tensile, compressive, creep and fatigue loading conditions
被引:8
作者:
Zhang, Yi
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China Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Univ Alberta, Dept Mech Engn, Edmonton, AB, CanadaChina Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Zhang, Yi
[1
,2
]
Ben Jar, P-y
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Univ Alberta, Dept Mech Engn, Edmonton, AB, CanadaChina Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Ben Jar, P-y
[2
]
Xue, Shifeng
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China Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R ChinaChina Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Xue, Shifeng
[1
]
Li, Lin
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机构:
China Univ Petr East China, Sch Petr Engn, Shandong Prov Key Lab Oilfield Chem, Qingdao, Shandong, Peoples R ChinaChina Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Li, Lin
[3
]
Han, Limei
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China Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R ChinaChina Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Han, Limei
[1
]
机构:
[1] China Univ Petr East China, Dept Engn Mech, Coll Pipeline & Civil Engn, Qingdao, Shandong, Peoples R China
Influence of various loading histories on mechanical properties and damage evolution of polyethylene (PE) is quantified through a two-stage test method. The first-stage tests are to introduce damage by subjecting the specimens to different prestrain levels under tensile, compressive, creep and fatigue loading condition. Two months later, the second-stage tests apply monotonic tensile loading at a crosshead speed of 0.01 mm/min to characterize the mechanical properties for specimens that have had damage generated in the first-stage tests. Experimental results suggest that yield stress and loading stiffness decrease and residual plastic strain increases with the increase of prestrain introduced in the first-stage tests. Damage evolution law, based on the degradation of loading stiffness has been established as a function of prestrain and residual plastic strain. Results show that damage variable expressed as a function of prestrain strongly depends on loading conditions applied in the first-stage tests. However, damage evolution described by the relationship between damage variable and plastic strain is found to be independent on the loading condition, suggesting that a unified, plastic strain controlled damage evolution law can be established for PE materials.
机构:
Univ Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Triolo, C.
Cardile, G.
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Univ Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Cardile, G.
Pisano, M.
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Univ Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Pisano, M.
Conzatti, L.
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CNR, Ist Sci & Tecnol Chim Giulio Natta SCITEC, Via De Marini 6, I-16149 Genoa, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Conzatti, L.
Utzeri, R.
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CNR, Ist Sci & Tecnol Chim Giulio Natta SCITEC, Via De Marini 6, I-16149 Genoa, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Utzeri, R.
Stagnaro, P.
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CNR, Ist Sci & Tecnol Chim Giulio Natta SCITEC, Via De Marini 6, I-16149 Genoa, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Stagnaro, P.
Patane, S.
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Univ Messina, Dipartimento Sci Matemat & Informat Sci Fis & Sci, Viale Stagno dAlcontres 31, I-98166 Messina, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Patane, S.
Santangelo, S.
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Univ Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
Santangelo, S.
Moraci, N.
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Univ Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, ItalyUniv Mediterranea, Dipartimento Ingn Civile Energia Ambiente & Mat D, I-89122 Reggio Di Calabria, Italy
机构:
Univ Tehran, Fac New Sci & Technol, Composites Res Lab, Tehran 1439957131, IranUniv Tehran, Fac New Sci & Technol, Composites Res Lab, Tehran 1439957131, Iran
机构:
Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R ChinaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
Wang, Libo
Cen, Weijun
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Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R ChinaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
Cen, Weijun
Bauer, Erich
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Graz Univ Technol, Inst Appl Mech, A-8010 Graz, AustriaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
Bauer, Erich
Wei, Jiangliang
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Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R ChinaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
Wei, Jiangliang
Wen, Zhenyu
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Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R ChinaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
Wen, Zhenyu
Yan, Jun
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China Inst Water Resources & Hydropower Res, Dept Geotech Engn, Beijing 100083, Peoples R ChinaHohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China