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Hybrid Precast Concrete Column and Sandwich Concrete Beam under Static Loading

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Title: Hybrid Precast Concrete Column and Sandwich Concrete Beam under Static Loading
Authors: Akmaluddin akmal@ftunram.ac.id, Murtiadi, S.1
Source: Procedia Engineering. Apr2013, Vol. 54, p286-298. 13p.
Subjects: Concrete columns, Sandwich construction (Materials), Concrete beams, Dead loads (Mechanics), Shear reinforcements, Performance evaluation
Abstract: Abstract: This paper discusses structural behaviour of hybrid precast concrete column under static loading. Comparison between the hybrids precast concrete and ordinary cast in-situ concrete columns are also discussed. The column and sandwich concrete beam connection were tested represent typical construction of conventional housing. Experimental investigation was conducted on 5 hybrid concrete column and 6beam-column connection to evaluate the load- displacement characteristic, failure mode, and moment capacity. Test results showed that the ratios of experimental moment capacity to the theoretical one were1.27and 1.68 for 40mm and 60mm eccentric loads respectively. The results indicated that the moment capacity under eccentric load can be accurately estimated using the theoretical formula. However, under concentric load the coefficient of 0.67 should be added. It has also been found that the additional anchor to the shear reinforcement of the beam gave a significant increase of the load bearing capacity of the beam. [Copyright &y& Elsevier]
Copyright of Procedia Engineering is the property of Elsevier B.V. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
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Header DbId: egs
DbLabel: Engineering Source
An: 87040547
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
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  Data: Hybrid Precast Concrete Column and Sandwich Concrete Beam under Static Loading
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  Data: <searchLink fieldCode="AR" term="%22Akmaluddin%22">Akmaluddin</searchLink><i> akmal@ftunram.ac.id</i><br /><searchLink fieldCode="AR" term="%22Murtiadi%2C+S%2E%22">Murtiadi, S.</searchLink><relatesTo>1</relatesTo>
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  Data: <searchLink fieldCode="JN" term="%22Procedia+Engineering%22">Procedia Engineering</searchLink>. Apr2013, Vol. 54, p286-298. 13p.
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  Data: <searchLink fieldCode="DE" term="%22Concrete+columns%22">Concrete columns</searchLink><br /><searchLink fieldCode="DE" term="%22Sandwich+construction+%28Materials%29%22">Sandwich construction (Materials)</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+beams%22">Concrete beams</searchLink><br /><searchLink fieldCode="DE" term="%22Dead+loads+%28Mechanics%29%22">Dead loads (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Shear+reinforcements%22">Shear reinforcements</searchLink><br /><searchLink fieldCode="DE" term="%22Performance+evaluation%22">Performance evaluation</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Abstract: This paper discusses structural behaviour of hybrid precast concrete column under static loading. Comparison between the hybrids precast concrete and ordinary cast in-situ concrete columns are also discussed. The column and sandwich concrete beam connection were tested represent typical construction of conventional housing. Experimental investigation was conducted on 5 hybrid concrete column and 6beam-column connection to evaluate the load- displacement characteristic, failure mode, and moment capacity. Test results showed that the ratios of experimental moment capacity to the theoretical one were1.27and 1.68 for 40mm and 60mm eccentric loads respectively. The results indicated that the moment capacity under eccentric load can be accurately estimated using the theoretical formula. However, under concentric load the coefficient of 0.67 should be added. It has also been found that the additional anchor to the shear reinforcement of the beam gave a significant increase of the load bearing capacity of the beam. [Copyright &y& Elsevier]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Procedia Engineering is the property of Elsevier B.V. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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RecordInfo BibRecord:
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      – Type: doi
        Value: 10.1016/j.proeng.2013.03.026
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      – Code: eng
        Text: English
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      Pagination:
        PageCount: 13
        StartPage: 286
    Subjects:
      – SubjectFull: Concrete columns
        Type: general
      – SubjectFull: Sandwich construction (Materials)
        Type: general
      – SubjectFull: Concrete beams
        Type: general
      – SubjectFull: Dead loads (Mechanics)
        Type: general
      – SubjectFull: Shear reinforcements
        Type: general
      – SubjectFull: Performance evaluation
        Type: general
    Titles:
      – TitleFull: Hybrid Precast Concrete Column and Sandwich Concrete Beam under Static Loading
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              Text: Apr2013
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              Y: 2013
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              Value: 54
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