Post-Breakage Strength of Laminated Glass Panel Cracked by Impact

Expand
  • 1. State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 2. Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai Jiao Tong University, Shanghai 200240, China; 3. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 4. China Academy of Building Research, Beijing 100013, China

Online published: 2020-04-09

Abstract

In this paper, different glass configurations using annealed glass (ANG) and fully tempered glass (FTG) as well as different interlayer combinations were introduced. Fifteen laminated glass (LG) panels in five groups cracked by impact were statically tested. Through analyzing the load-displacement relationship, the effects due to the crack pattern and interlayer type on the post-breakage performance were examined. The results show that the crack pattern of inner glass dominates the load bearing mechanism of LG. Compared to FTG, ANG can produce beneficial crack pattern and generate better load transferring path to retain greater strength. Compared to inner FTG, an increase of 46.5% in post-breakage strength can be found when using inner ANG. The static resistance of LG using hybrid SentryGlas@Plus (SGP)/polyvinyl butyral(PVB)is only 37% of that uses double SGP interlayers. However, the LG using double SGP interlayers has the failure mode of central penetration which presents brittle characteristics and is unfavorable in engineering practice. The LG using hybrid SGP/PVB shows greater ductility while the interlayer can fully function.

Cite this article

LIU Xinwei, YANG Jian, WANG Xinger, LIU Qiang . Post-Breakage Strength of Laminated Glass Panel Cracked by Impact[J]. Journal of Shanghai Jiaotong University, 2020 , 54(3) : 227 -238 . DOI: 10.16183/j.cnki.jsjtu.2020.03.002

References

[1]中华人民共和国住房和城乡建设部. 玻璃幕墙工程技术规范: JGJ 102-2003[S]. 北京: 中国建筑出版传媒有限公司, 2003. Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical code for glass curtain wall engineering: JGJ 102-2003[S]. Beijing: China Architecture Publishing & Media Co., Ltd., 2003. [2]中华人民共和国住房和城乡建设部.建筑玻璃应用技术规程: JGJ 113-2015[S]. 北京: 中国建筑出版传媒有限公司, 2015. Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical specification for application of architectural glass: JGJ 113-2015[S]. Beijing: China Architecture Publishing & Media Co., Ltd., 2015. [3]LEDBETTER S R, WALKER A R, KEILLER A P. Structural use of glass[J]. Journal of Architectural Engineering, 2006, 12(3): 137-149. [4]FELDMAN M, KASPAR R, ABELN B, et al. Guidance for European structural design of glass components[M]. Brussels, Belgium: Publications Office of the European Union, 2014. [5]DELINCE D, CALLEWAERT D, BELIS J, et al. Post-breakage behaviour of laminated glass in structural applications[C]//Conference on Architectural and Structural Applications of Glass. Amsterdam, the Netherlands: IOS Press, 2008: 459-467. [6]刘强, 黄小坤, 韩伟涛, 等. 夹层玻璃梁受弯性能研究[J]. 建筑科学, 2018, 34(5): 44-49. LIU Qiang, HUANG Xiaokun, HAN Weitao, et al. Study on the flexural performance of laminated glass beams[J]. Building Science, 2018, 34(5): 44-49. [7]British Standards Institution. Glass in building-laminated glass and laminated safety glass: BS EN ISO 12543-6[S/OL]. [2011-08-31]. https://landingpage.bsigroup.com/LandingPage/Standard?UPI=000000000030265267. [8]FORABOSCHI P. Behavior and failure strength of laminated glass beams[J]. Journal of Engineering Mechanics, 2007, 133(12): 1290-1301. [9]CALLEWAERT D, BELIS J, DELINC D, et al. Experimental stiffness characterisation of glass/ionomer laminates for structural applications[J]. Construction and Building Materials, 2012, 37: 685-692. [10]陈素文, 温小玲. 钢化玻璃与浮法玻璃的梁式试验研究[C]//第十六届全国现代结构工程学术研讨会. 山东聊城: 中国钢结构协会, 2016: 1655-1660. CHEN Suwen, WEN Xiaoling. Four-point bending beam test of tempered glass and float glass[C]//The 16th National Symposium on Structural Engineering. Liaocheng, Shandong: China Steel Construction Society, 2016: 1655-1660. [11]陈俊, 张其林, 谢步瀛, 等. 四边简支夹层玻璃承载力性能的试验研究[J]. 结构工程师, 2011, 27(4): 115-120. CHEN Jun, ZHANG Qilin, XIE Buying, et al. Experimental study on load-bearing capacity of laminated glass simply supported on four sides[J]. Structural Engineers, 2011, 27(4): 115-120. [12]KOTT A, VOGEL T. Safety of laminated glass structures after initial failure[DB/OL]. (2004-01-10)[2018-10-13]. https://www.onacademic.com/detail/journal_1000039339476710_ca8d.html. [13]KOTT A, VOGEL T. Controlling the post-breakage behaviour of laminated safety glass[C]//International Symposium on the Application of Architectural Glass. München, Germany: ISAAG, 2004. [14]BELIS J, DELINC D, CALLEWAERT D, et al. Plastic deformation of polymer interlayers during post-breakage behavior of laminated glass—Partim 1: Analytical approach[J]. International Journal of Modern Physics B, 2008, 22(31/32): 5509-5514. [15]DELINC D, CALLEWAERT D, VANLAERE W, et al. Plastic deformation of polymer interlayers during post-breakage behavior of laminated glass—Partim 2: Experimental validation[J]. International Journal of Modern Physics B, 2008, 22(31/32): 5447-5452. [16]BELIS J, DEPAUW J, CALLEWAERT D, et al. Failure mechanisms and residual capacity of annealed glass/SGP laminated beams at room temperature[J]. Engineering Failure Analysis, 2009, 16(6): 1866-1875. [17]SESHADRI M, BENNISON S J, JAGOTA A, et al. Mechanical response of cracked laminated plates[J]. Acta Materialia, 2002, 50(18): 4477-4490. [18]季清. 建筑玻璃强度测定标准及夹胶玻璃后破坏强度研究[D]. 上海: 上海交通大学, 2015. JI Qing. Standards to measure architectural glass strength and study of post-breakage strength of laminated glass[D]. Shanghai: Shanghai Jiao Tong University, 2015. [19]陶静. 极限状态下板的塑性铰线及其应用研究[D]. 阜新: 辽宁工程技术大学, 2009. TAO Jing. Yield-line theory application and studying of the plate in plastic limit state[D]. Fuxin: Liaoning Technical University, 2009. [20]邵筱, 陈素文. SGP的力学性能研究综述[J]. 土木工程, 2015, 4(3): 143-150. SHAO Xiao, CHEN Suwen. Review on studies on mechanical properties of SGP[J]. Hans Journal of Civil Engineering, 2015, 4(3): 143-150. [21]DHALIWAL A K, HAY J N. The characterization of polyvinyl butyral by thermal analysis[J]. Thermochimica Acta, 2002, 391(1/2): 245-255. [22]ASTM International. Standard test method for evaluating glass breakage probability under the influence of uniform static loads by proof load testing: ASTM E997-15[S]. West Conshohocken, PA, USA: ASTM International, 2015.
Outlines

/