Deformation simulations of sand under Bi-directional shear loading
A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed fr...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Wang, Zhiliang [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS - Park, Duk-Woo ELSEVIER, 2015, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:153 ; year:2022 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.soildyn.2021.107091 |
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ELV056501951 |
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| 520 | |a A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. | ||
| 520 | |a A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. | ||
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10.1016/j.soildyn.2021.107091 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501951 (ELSEVIER)S0267-7261(21)00513-3 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Zhiliang verfasserin aut Deformation simulations of sand under Bi-directional shear loading 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier Ma, Fenggang oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107091 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
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10.1016/j.soildyn.2021.107091 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501951 (ELSEVIER)S0267-7261(21)00513-3 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Zhiliang verfasserin aut Deformation simulations of sand under Bi-directional shear loading 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier Ma, Fenggang oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107091 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
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10.1016/j.soildyn.2021.107091 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501951 (ELSEVIER)S0267-7261(21)00513-3 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Zhiliang verfasserin aut Deformation simulations of sand under Bi-directional shear loading 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier Ma, Fenggang oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107091 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
| allfieldsGer |
10.1016/j.soildyn.2021.107091 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501951 (ELSEVIER)S0267-7261(21)00513-3 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Zhiliang verfasserin aut Deformation simulations of sand under Bi-directional shear loading 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier Ma, Fenggang oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107091 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
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10.1016/j.soildyn.2021.107091 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501951 (ELSEVIER)S0267-7261(21)00513-3 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Zhiliang verfasserin aut Deformation simulations of sand under Bi-directional shear loading 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier Ma, Fenggang oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107091 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
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| author |
Wang, Zhiliang |
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Wang, Zhiliang ddc 610 ddc 600 bkl 51.00 bkl 51.32 Elsevier Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Deformation simulations of sand under Bi-directional shear loading |
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610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Deformation simulations of sand under Bi-directional shear loading Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional Elsevier |
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ddc 610 ddc 600 bkl 51.00 bkl 51.32 Elsevier Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional |
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ddc 610 ddc 600 bkl 51.00 bkl 51.32 Elsevier Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional |
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ddc 610 ddc 600 bkl 51.00 bkl 51.32 Elsevier Cyclic loading Elsevier Increment direction dependency Elsevier Fabric dilatancy Elsevier Bi-directional Elsevier Non-coaxial Elsevier Plasticity Elsevier Flow rule Elsevier Non-proportional |
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APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS |
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Deformation simulations of sand under Bi-directional shear loading |
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APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS |
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deformation simulations of sand under bi-directional shear loading |
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Deformation simulations of sand under Bi-directional shear loading |
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A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. |
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A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. |
| abstract_unstemmed |
A well-developed sand plasticity model is further revised and validated based on bi-directional simple shear test data on medium to high relative density sands, which includes circular, oval and figure-8 type stress paths at different cyclic stress ratio (CSR) levels. The sand properties revealed from non-proportional loading tests, such as extended contractive behavior for medium to dense sands, flow rule dependency on plastic strain increment direction, stress increment direction dependency of plastic moduli, as well as the so-called non-coaxial property are incorporated into the new model development. Specifically, the recently proposed strain increment direction dependent flow rule is formulated and validated using bi-directional simple shear test results; and the relatively simple plastic moduli revised for the non-proportional loading are validated. |
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Deformation simulations of sand under Bi-directional shear loading |
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