Dissertation/ Thesis
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Numerical Study on Bar Slip Effects in Reinforced Concrete Bridge Bents Under Cyclic Loading

Λεπτομέρειες βιβλιογραφικής εγγραφής
Τίτλος: Numerical Study on Bar Slip Effects in Reinforced Concrete Bridge Bents Under Cyclic Loading
Συγγραφείς: Moein Rezaei Balouchi
Έτος έκδοσης: 2024
Θεματικοί όροι: Concrete, cementitious materials and other architectural and construction materials, Infrastructure engineering, Bridges -- Maintenance and repair, Bridges -- Testing, Structural analysis (Engineering) -- Data processing, Reinforced concrete construction -- Computer programs
Περιγραφή: Assessing the bridge behaviour against cyclic loading after some powerful earthquakes, i.e., 1995 in Kobe, 2010 in Maule, showed thatbridge structures shouldbe designed andconstructed withgood detailing. Technical investigations showed that old bridge bents, i.e., that were designed prior 1980s in North America, are not equipped with appropriate detailing, especially in the beam-column joint. The most important factor in maintaining the composite application of reinforced concrete elements is the bond between rebars and surrounding concrete. Rebar slips and bond deterioration in cap beam-column joints in bridge bents, play a significant role on the cyclic behaviour under seismic loads. Previous studies on bridge bents indicated that in old bridge bents, damages initiate in the joint area, as a result of insufficient anchorage length of column longitudinal bars and lack of transverse reinforcement around them. Many researchers proposed different retrofitting schemes, such as applying transverse pressure on the joint area. However, to rehabilitate structures, first their as-built behaviour must be assessed. The common approach in assessing responses of older structures (used in present study) is collecting design details of structures, then develop a numerical model to simulate the experimental models, and real scale structures. The purpose of this research study is to propose a method in macro modelling to simulate the cyclic behaviour of older bridge bents with joint detailing deficiencies. Moreover, the effect of joint rehabilitation by applying external pressure on joints is investigated. In this case a fibre element, named slip simulator element, is developed in Opensees software. This model will be calibrated with experimental results on ordinary 2-span highway bridge bents which carried out by other researchers. To achieve an accurate macro modelling in Opensees, the input specifications of the macro model is attained from a micro model developed in ABAQUS. Comparing analytical results of macro modelling ...
Τύπος εγγράφου: thesis
Γλώσσα: unknown
Relation: https://figshare.com/articles/thesis/Numerical_Study_on_Bar_Slip_Effects_in_Reinforced_Concrete_Bridge_Bents_Under_Cyclic_Loading/25412749
DOI: 10.32920/25412749.v1
Διαθεσιμότητα: https://doi.org/10.32920/25412749.v1
https://figshare.com/articles/thesis/Numerical_Study_on_Bar_Slip_Effects_in_Reinforced_Concrete_Bridge_Bents_Under_Cyclic_Loading/25412749
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Αριθμός Καταχώρησης: edsbas.2DEF9E4
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PubTypeId: dissertation
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Items – Name: Title
  Label: Title
  Group: Ti
  Data: Numerical Study on Bar Slip Effects in Reinforced Concrete Bridge Bents Under Cyclic Loading
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Moein+Rezaei+Balouchi%22">Moein Rezaei Balouchi</searchLink>
– Name: DatePubCY
  Label: Publication Year
  Group: Date
  Data: 2024
– Name: Subject
  Label: Subject Terms
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  Data: <searchLink fieldCode="DE" term="%22Concrete%22">Concrete</searchLink><br /><searchLink fieldCode="DE" term="%22cementitious+materials+and+other+architectural+and+construction+materials%22">cementitious materials and other architectural and construction materials</searchLink><br /><searchLink fieldCode="DE" term="%22Infrastructure+engineering%22">Infrastructure engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Bridges+--+Maintenance+and+repair%22">Bridges -- Maintenance and repair</searchLink><br /><searchLink fieldCode="DE" term="%22Bridges+--+Testing%22">Bridges -- Testing</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29+--+Data+processing%22">Structural analysis (Engineering) -- Data processing</searchLink><br /><searchLink fieldCode="DE" term="%22Reinforced+concrete+construction+--+Computer+programs%22">Reinforced concrete construction -- Computer programs</searchLink>
– Name: Abstract
  Label: Description
  Group: Ab
  Data: Assessing the bridge behaviour against cyclic loading after some powerful earthquakes, i.e., 1995 in Kobe, 2010 in Maule, showed thatbridge structures shouldbe designed andconstructed withgood detailing. Technical investigations showed that old bridge bents, i.e., that were designed prior 1980s in North America, are not equipped with appropriate detailing, especially in the beam-column joint. The most important factor in maintaining the composite application of reinforced concrete elements is the bond between rebars and surrounding concrete. Rebar slips and bond deterioration in cap beam-column joints in bridge bents, play a significant role on the cyclic behaviour under seismic loads. Previous studies on bridge bents indicated that in old bridge bents, damages initiate in the joint area, as a result of insufficient anchorage length of column longitudinal bars and lack of transverse reinforcement around them. Many researchers proposed different retrofitting schemes, such as applying transverse pressure on the joint area. However, to rehabilitate structures, first their as-built behaviour must be assessed. The common approach in assessing responses of older structures (used in present study) is collecting design details of structures, then develop a numerical model to simulate the experimental models, and real scale structures. The purpose of this research study is to propose a method in macro modelling to simulate the cyclic behaviour of older bridge bents with joint detailing deficiencies. Moreover, the effect of joint rehabilitation by applying external pressure on joints is investigated. In this case a fibre element, named slip simulator element, is developed in Opensees software. This model will be calibrated with experimental results on ordinary 2-span highway bridge bents which carried out by other researchers. To achieve an accurate macro modelling in Opensees, the input specifications of the macro model is attained from a micro model developed in ABAQUS. Comparing analytical results of macro modelling ...
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  Data: https://figshare.com/articles/thesis/Numerical_Study_on_Bar_Slip_Effects_in_Reinforced_Concrete_Bridge_Bents_Under_Cyclic_Loading/25412749
– Name: DOI
  Label: DOI
  Group: ID
  Data: 10.32920/25412749.v1
– Name: URL
  Label: Availability
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  Data: https://doi.org/10.32920/25412749.v1<br />https://figshare.com/articles/thesis/Numerical_Study_on_Bar_Slip_Effects_in_Reinforced_Concrete_Bridge_Bents_Under_Cyclic_Loading/25412749
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RecordInfo BibRecord:
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    Identifiers:
      – Type: doi
        Value: 10.32920/25412749.v1
    Languages:
      – Text: unknown
    Subjects:
      – SubjectFull: Concrete
        Type: general
      – SubjectFull: cementitious materials and other architectural and construction materials
        Type: general
      – SubjectFull: Infrastructure engineering
        Type: general
      – SubjectFull: Bridges -- Maintenance and repair
        Type: general
      – SubjectFull: Bridges -- Testing
        Type: general
      – SubjectFull: Structural analysis (Engineering) -- Data processing
        Type: general
      – SubjectFull: Reinforced concrete construction -- Computer programs
        Type: general
    Titles:
      – TitleFull: Numerical Study on Bar Slip Effects in Reinforced Concrete Bridge Bents Under Cyclic Loading
        Type: main
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          Name:
            NameFull: Moein Rezaei Balouchi
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          Dates:
            – D: 01
              M: 01
              Type: published
              Y: 2024
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