A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state

Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in th...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhang, Jinglin [verfasserIn] Ma, Tao [verfasserIn] Zhang, Yang [verfasserIn] Wang, Aopeng [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 394
Übergeordnetes Werk:	volume:394

DOI / URN:	10.1016/j.conbuildmat.2023.132282

Katalog-ID:	ELV060059567

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245	1	0	\|a A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
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520			\|a Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107.
650		4	\|a Cement-stabilized aggregates
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700	1		\|a Ma, Tao \|e verfasserin \|4 aut
700	1		\|a Zhang, Yang \|e verfasserin \|0 (orcid)0000-0002-1150-5595 \|4 aut
700	1		\|a Wang, Aopeng \|e verfasserin \|4 aut
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publishDate	2023
allfields	10.1016/j.conbuildmat.2023.132282 doi (DE-627)ELV060059567 (ELSEVIER)S0950-0618(23)01998-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Zhang, Jinglin verfasserin aut A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107. Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state Ma, Tao verfasserin aut Zhang, Yang verfasserin (orcid)0000-0002-1150-5595 aut Wang, Aopeng verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 394 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:394 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 394
spelling	10.1016/j.conbuildmat.2023.132282 doi (DE-627)ELV060059567 (ELSEVIER)S0950-0618(23)01998-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Zhang, Jinglin verfasserin aut A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107. Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state Ma, Tao verfasserin aut Zhang, Yang verfasserin (orcid)0000-0002-1150-5595 aut Wang, Aopeng verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 394 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:394 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 394
allfields_unstemmed	10.1016/j.conbuildmat.2023.132282 doi (DE-627)ELV060059567 (ELSEVIER)S0950-0618(23)01998-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Zhang, Jinglin verfasserin aut A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107. Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state Ma, Tao verfasserin aut Zhang, Yang verfasserin (orcid)0000-0002-1150-5595 aut Wang, Aopeng verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 394 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:394 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 394
allfieldsGer	10.1016/j.conbuildmat.2023.132282 doi (DE-627)ELV060059567 (ELSEVIER)S0950-0618(23)01998-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Zhang, Jinglin verfasserin aut A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107. Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state Ma, Tao verfasserin aut Zhang, Yang verfasserin (orcid)0000-0002-1150-5595 aut Wang, Aopeng verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 394 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:394 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 394
allfieldsSound	10.1016/j.conbuildmat.2023.132282 doi (DE-627)ELV060059567 (ELSEVIER)S0950-0618(23)01998-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Zhang, Jinglin verfasserin aut A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107. Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state Ma, Tao verfasserin aut Zhang, Yang verfasserin (orcid)0000-0002-1150-5595 aut Wang, Aopeng verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 394 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:394 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 394
language	English
source	Enthalten in Construction and building materials 394 volume:394
sourceStr	Enthalten in Construction and building materials 394 volume:394
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Zhang, Jinglin @@aut@@ Ma, Tao @@aut@@ Zhang, Yang @@aut@@ Wang, Aopeng @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV060059567
language_de	englisch
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Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. 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author	Zhang, Jinglin
spellingShingle	Zhang, Jinglin ddc 690 bkl 56.45 misc Cement-stabilized aggregates misc Fatigue criterion misc Fatigue equation misc Stress state A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
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topic_title	690 VZ 56.45 bkl A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state Cement-stabilized aggregates Fatigue criterion Fatigue equation Stress state
topic	ddc 690 bkl 56.45 misc Cement-stabilized aggregates misc Fatigue criterion misc Fatigue equation misc Stress state
topic_unstemmed	ddc 690 bkl 56.45 misc Cement-stabilized aggregates misc Fatigue criterion misc Fatigue equation misc Stress state
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title	A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
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title_full	A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
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title_sort	a fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
title_auth	A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
abstract	Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107.
abstractGer	Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107.
abstract_unstemmed	Stress state is one of the factors leading to the fatigue life prediction discrepancy of cement-stabilized aggregates (CSA) in laboratory and field pavement structures, therefore, a new fatigue criterion and fatigue life prediction method characterizing this effect is needed which was proposed in this study. Experimental fatigue tests with four loading modes, including uniaxial compression (UC), uniaxial tension (UT), indirect tension (IDT), and four-point bending (FPB) were conducted in several stress levels. The results suggest that the semi-log-linear equation is suitable for all four loading modes, however, the fatigue life of CSA in tension and compression at the same stress level or stress ratio greatly differs. Inspired by the yield and failure criteria theories, bulk stress, shear stress, and principal stress were introduced to establish the fatigue criterion, and accordingly to propose a novel fatigue equation based on the semi-log-linear form, which can unify fatigue life prediction at different stress states. Since the new prediction approach is in terms of stress rather than stress ratio, the process of measuring strength at hard-to-get complex stress states is avoided. Through verification, the proposed method exhibits high agreement with the experimental results of CSA from either this study or literature, and it is capable to characterize the fatigue life difference in tensile and compressive states. Besides, the new fatigue equation was demonstrated to apply to the interpolated data from traditional fatigue curves. In accordance with the loading cycles in experimental tests with addition of considering the applicability of the semi-log-linear equation, the proposed fatigue equation of CSA was justifiably effective at the fatigue cycles of 102 to 107.
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title_short	A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state
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doi_str	10.1016/j.conbuildmat.2023.132282
up_date	2024-07-06T23:30:50.474Z
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A fatigue life prediction method of cement-stabilized aggregates considering the effect of stress state

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