[1]舒赣平,卢瑞华,李海云,等.点支式钢化和夹胶玻璃板的循环疲劳试验研究[J].东南大学学报(自然科学版),2012,42(4):706-712.[doi:10.3969/j.issn.1001-0505.2012.04.025]
　Shu Ganping,Lu Ruihua,Li Haiyun,et al.Fatigue tests of point-supported tempered and laminated glass panels under cyclic loading[J].Journal of Southeast University (Natural Science Edition),2012,42(4):706-712.[doi:10.3969/j.issn.1001-0505.2012.04.025]
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点支式钢化和夹胶玻璃板的循环疲劳试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
42
期数:
2012年第4期
页码:
706-712
栏目:
土木工程
出版日期:
2012-07-20

文章信息/Info

Title:
Fatigue tests of point-supported tempered and laminated glass panels under cyclic loading
作者:
舒赣平1;  卢瑞华1;  李海云1;  石永久2;  王元清2
1 东南大学土木工程学院, 南京 210096; 2 清华大学建筑玻璃与金属结构研究所, 北京 100084
Author(s):
Shu Ganping1;  Lu Ruihua1;  Li Haiyun1;  Shi Yongjiu2;  Wang Yuanqing2
1 School of Civil Engineering, Southeast University, Nanjing 210096, China
2 Institute of Glass and Metal Structure for Architecture, Tsinghua University, Beijing 100084, China
关键词:
点支式;  钢化玻璃板;  夹胶玻璃板;  循环疲劳;  承载性能;  试验
Keywords:
point-supported;  tempered glass panels;  laminated glass panels;  cyclic fatigue;  carrying capacity;  testing
分类号:
TU391
DOI:
10.3969/j.issn.1001-0505.2012.04.025
摘要:
为研究四点支承玻璃板在循环荷载作用下的力学性能,对采用浮头式驳接头点支承的8块钢化玻璃板和15块夹胶玻璃板进行了板中心集中力加载疲劳破坏试验,并观测了循环荷载作用下玻璃板中心点的挠度和关键点的动静态应力变化.试验表明:钢化玻璃在循环荷载作用下的循环荷载-板中心挠度曲线呈弱非线性,随着荷载循环次数的增加其抗弯刚度没有明显变化; 夹胶玻璃在循环作用下的荷载-板中心挠度曲线与试验环境温度有关,在温度低于15 ℃时无滞回环,而温度在22～30 ℃范围内时,则有明显的滞回环; 夹胶玻璃的等幅循环加载荷载-板中心挠度曲线在循环初期挠度随着循环次数的增加而逐渐增大,但循环次数超过5×104后,板中心挠度几乎不随循环次数的增加而变化.点支式钢化玻璃和夹胶玻璃经过5×105次循环加载后,卸载至零,再进行静载破坏试验,其静载抗弯承载力没有降低,表明钢化玻璃和夹胶玻璃抗疲劳性能很好.
Abstract:
In order to study the mechanical properties of four-point-supported glass panel under cyclic loading, fatigue tests were carried out on 8 tempered glass panels and 15 laminated glass panels under cyclic concentrated force. The deflections and the stresses at the key points during the loading process were measured. Experiments show that the load-center deflections of point-supported tempered glass panels slightly non-linearly rise with increasing cyclic loading, and the bending stiffness of tempered glass panels does not change with the increase of cyclic number. The load-center deflection curves of the laminates under dynamic load are related to ambient temperature. There is no hysteresis loop occurs at ambient temperature below 15 ℃, while pronounced hysteresis loop at occurs 22 to 30 ℃. The load-center deflections of laminated glass panels under a constant amplitude cyclic loading grow with the increase of cycles, but the increment of deflections are reduced gradually and after 5×104 cyclic loadings these is almost no more increment of deflection. Both tempered glass and laminated glass panels after the fatigue tests show no static flexural strength reduction after 5×105 cyclic loadings. The results indicate that point-supported tempered glass and laminated glass panels both have good fatigue capacity.

参考文献/References:

[1] Overend Mauro,de Gaetano Sergio,Haldimann Mattias.Diagnostic interpretation of glass failure[J].Structural Engineering International,2007,17(2):151-158.
[2] 黄蔚,陈仝,宋显辉.用压痕法研究玻璃的动疲劳强度[J].固体力学学报,1995,16(3):20-24.
　 Huang Wei,Chen Tong,Song Xianhui.Study on the dynamic fatigue strength of soda-lime glass by indentation[J].Chinese Journal of Solid Mechanics,1995,16(3):20-24.(in Chinese)
[3] Lu B T.Fatigue strength prediction of sodalime glass[J].Theoretical and Applied Fracture Mechanics,1997,27(2):107-114.
[4] 丁成忠,潘素瑛,宋显辉.玻璃静疲劳性能研究[J].武汉工业大学学报,1998,20(1):20-24.
　 Ding Chengzhong,Pan Suying,Song Xianhui.Research on the static fatigue performance of glass[J].Journal of Wuhan University of Technology,1998,20(1):20-24.(in Chinese)
[5] Fett Theo,Guin Jean-Pierre,Wiederhorn Sheldon M.Interpretation of effects at the static fatigue limit of soda-lime-silicate glass[J].Engineering Fracture Mechanics,2005,72(18):2774-2791.
[6] Boxheimer Kaja,Wörnery Johann-Dietrich.Fatigue strength of glass panels under cyclic loading[J].Structural Engineering International,2004,14(2):126-128.
[7] Sackmann Vincent,Schuler Christian,Gräf Holger.Testing of laminated safety glass[C] //International Symposium on the Application of Architectural Glass 2004.Munich,Germany,2004:208-215.
[8] 石永久,贺小平,王元清,等.点支式单层和夹胶玻璃板的疲劳性能试验研究[J].清华大学学报:自然科学版,2010,50(3):346-350.
　 Shi Yongjiu,He Xiaoping,Wang Yuanqing,et al.Fatigue tests of single layer and laminated glass plates with point supports[J].Journal of Tsinghua University:Science & Technology,2010,50(3):346-350.(in Chinese)
[9] 卢瑞华,舒赣平,叶涛,等.点支式钢化玻璃在循环荷载下的试验研究[J].工业建筑,2010,40(10):111-116.
　 Lu Ruihua,Shu Ganping,Ye Tao,et al.Experimental study on point-supported tempered glass panel subjected to cyclic load[J].Industrial Construction,2010,40(10):111-116.(in Chinese)
[10] Lu Ruihua,Shu Ganping,Li Haiyun.Experimental study of point-supported laminated glass panels under concentrated load[C] //2011 International Conference on Electric Technology and Civil Engineering.Lushan,China,2011:5018-5022.
[11] Schuler C.Einfluss des materialverhaltens von polyvinylbutyral auf das tragverhalten von verbundsicherheitsglas in abhängigkeit von temperatur und belastung[D].Lehrstuhl für Stahlbau,Germany:Technische Universität München,2003.

备注/Memo

备注/Memo:
作者简介: 舒赣平(1964—),男,博士,教授,博士生导师,sgp0818@vip.sina.com.
基金项目: 国家自然科学基金资助项目(50578041).
引文格式: 舒赣平,卢瑞华,李海云,等.点支式钢化和夹胶玻璃板的循环疲劳试验研究[J].东南大学学报:自然科学版,2012,42(4):706-712. [doi:10.3969/j.issn.1001-0505.2012.04.025]
更新日期/Last Update: 2012-07-20