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      KCI등재 SCIE SCOPUS

      The flexural performance of laminated glass beams under elevated temperature

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      https://www.riss.kr/link?id=A104816464

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      다국어 초록 (Multilingual Abstract)

      A series of experimental work is carried out with the aim to understand the flexural performance of laminated glass (LG) beams using polyvinyl butyral (PVB) and Ionoplast interlayers subjected to short term duration loads in the circumstance of elevat...

      A series of experimental work is carried out with the aim to understand the flexural performance of laminated glass (LG) beams using polyvinyl butyral (PVB) and Ionoplast interlayers subjected to short term duration loads in the circumstance of elevated temperature. The study is based on a total of 42 laboratory tests conducted in ambient temperature ranging from 25°C to 80°C. The load duration is kept within 20 seconds. Through the tests, load-stress and load-deflection curves of the LG are established; appropriate analytical models for the LG are indentified; the effective thicknesses as well as the shear transfer coefficients of the LG are semi-empirically determined. The test results show that within the studied temperature range the bending stresses and deflections at mid-span of the LG develop linearly with respect to the applied loads. From 25°C to 80°C the flexural behavior of the PVB LG is found constantly between that of monolithic glass and layered glass having the same nominal thickness; the flexural behavior of the Ionoplast LG is equivalent to monolithic glass of the same nominal thickness until the temperature elevates up to 50°C. The test results reveal that in calculating the effective thicknesses of the PVB and Ionoplast LG, neglecting the shear capacities of the interlayers is uneconomic even when the ambient temperature is as high as 80°C. In the particular case of this study, the shear transfer coefficient of the PVB interlayer is found in a range from 0.62 to 0.14 while that of the Ionoplast interlayer is found in a range from 1.00 to 0.56 when the ambient temperature varies from 25°C to 80°C.

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      참고문헌 (Reference)

      1 Pankhardt, K., "Temperature dependent load bearing capacity of laminated glass panes" 54 (54): 11-22, 2010

      2 JGJ 102-2003, "Technical code for glass curtain wall engineering" 2003

      3 Bennison, S.J, "Structural properties of laminated glass" 2011

      4 Bennison, S. J., "Structural performance of laminated safety glass made with 'stiff' interlayers" 2001

      5 Behr, R. A., "Structural behavior architectural LG" 119 (119): 202-222, 1993

      6 El-Shami, M. M., "Stress analysis of laminated glass with different interlayer materials" 51 (51): 61-67, 2012

      7 Timoshenko, S., "Strength of materials, Part II, 3rd Editon" Van Nostrand Reinhold Company 1956

      8 ASTM E1300-09a, "Standard practice for determining load resistance of glass in buildings" 2009

      9 Mokaddem Allel, "Stability condition for the evaluation of damage in three-point bending of a laminated composite" 국제구조공학회 15 (15): 203-220, 2013

      10 Wolfel, E., "Nachgiebiger verbund-eine naherungslosung und deren anwendung smoglichkeiten" 6 : 173-180, 1987

      1 Pankhardt, K., "Temperature dependent load bearing capacity of laminated glass panes" 54 (54): 11-22, 2010

      2 JGJ 102-2003, "Technical code for glass curtain wall engineering" 2003

      3 Bennison, S.J, "Structural properties of laminated glass" 2011

      4 Bennison, S. J., "Structural performance of laminated safety glass made with 'stiff' interlayers" 2001

      5 Behr, R. A., "Structural behavior architectural LG" 119 (119): 202-222, 1993

      6 El-Shami, M. M., "Stress analysis of laminated glass with different interlayer materials" 51 (51): 61-67, 2012

      7 Timoshenko, S., "Strength of materials, Part II, 3rd Editon" Van Nostrand Reinhold Company 1956

      8 ASTM E1300-09a, "Standard practice for determining load resistance of glass in buildings" 2009

      9 Mokaddem Allel, "Stability condition for the evaluation of damage in three-point bending of a laminated composite" 국제구조공학회 15 (15): 203-220, 2013

      10 Wolfel, E., "Nachgiebiger verbund-eine naherungslosung und deren anwendung smoglichkeiten" 6 : 173-180, 1987

      11 Serafinavicius, T., "Long-term laminated glass four point bending test with PVB, EVA and SG interlayers at different temperatures" 57 : 996-1004, 2013

      12 prEN 16612, "Glass in building-determination of the load resistance of glass panes by calculation and testing" 2013

      13 Callewaert, D., "Experimental stiffness characterisation of glass/ionomer laminates for structural applications" 37 : 685-692, 2012

      14 Galuppi, L., "Effective thickness of laminated glass beams : new expression via a variational approach" 38 : 53-67, 2012

      15 Duser, A. V., "Analysis of glass/polyvinyl butyral laminates subjected to uniform pressure" 125 (125): 435-442, 1999

      16 Xiaokun Huang, "An experimental study on the flexural performance of laminated glass" 국제구조공학회 49 (49): 261-271, 2014

      17 M. Rezaiee-Pajand, "A new higher-order triangular plate bending element for the analysis of laminated composite and sandwich plates" 국제구조공학회 43 (43): 253-271, 2012

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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