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      Laminated Glass with Stiff Interlayers – Glass Canopies with Spans up to 1.2 Meters

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      https://www.riss.kr/link?id=O120654210

      • 저자
      • 발행기관
      • 학술지명
      • 권호사항
      • 발행연도

        2018년

      • 작성언어

        -

      • Online ISSN

        2509-7075

      • 자료형태

        학술저널

      • 수록면

        29-42   [※수록면이 p5 이하이면, Review, Columns, Editor's Note, Abstract 등일 경우가 있습니다.]

      • 구독기관
        • 전북대학교 중앙도서관  
        • 성균관대학교 중앙학술정보관  
        • 부산대학교 중앙도서관  
        • 전남대학교 중앙도서관  
        • 제주대학교 중앙도서관  
        • 중앙대학교 서울캠퍼스 중앙도서관  
        • 인천대학교 학산도서관  
        • 숙명여자대학교 중앙도서관  
        • 서강대학교 로욜라중앙도서관  
        • 충남대학교 중앙도서관  
        • 한양대학교 백남학술정보관  
        • 이화여자대학교 중앙도서관  
        • 고려대학교 도서관  
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      다국어 초록 (Multilingual Abstract)

      Standardised systems for glass canopies, such as terrace roofs or conservatories, mostly consist of laminated glass with standard‐PVB interlayers and span up to 0.8 meters. The industry's wish, however, is to enlarge the span and to increase the transparency as well as brightness in glass canopies by using slender glass structures. To enlarge the spans, the application of stiff interlayers in laminated glass is discussed. Together with Kuraray Europe GmbH, the Technische Universität Dresden evaluated the load bearing capacities of laminated glass canopies with different interlayers and spans up to 1.2 meters in a numerical study. Loads and the resulting load combinations, for the location Germany, were analysed to enable a proper dimensioning of glazings in various spans and glass structures. The aim of the study is to highlight the performance of stiff interlayers in applications with increased span and compare the load bearing capacities to those of standard‐PVB. In this manner, a focus on laminated glass design under different load combinations is set.
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      Standardised systems for glass canopies, such as terrace roofs or conservatories, mostly consist of laminated glass with standard‐PVB interlayers and span up to 0.8 meters. The industry's wish, however, is to enlarge the span and to increase the tra...

      Standardised systems for glass canopies, such as terrace roofs or conservatories, mostly consist of laminated glass with standard‐PVB interlayers and span up to 0.8 meters. The industry's wish, however, is to enlarge the span and to increase the transparency as well as brightness in glass canopies by using slender glass structures. To enlarge the spans, the application of stiff interlayers in laminated glass is discussed. Together with Kuraray Europe GmbH, the Technische Universität Dresden evaluated the load bearing capacities of laminated glass canopies with different interlayers and spans up to 1.2 meters in a numerical study. Loads and the resulting load combinations, for the location Germany, were analysed to enable a proper dimensioning of glazings in various spans and glass structures. The aim of the study is to highlight the performance of stiff interlayers in applications with increased span and compare the load bearing capacities to those of standard‐PVB. In this manner, a focus on laminated glass design under different load combinations is set.

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