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点支式钢化和夹胶玻璃板的循环疲劳试验研究 被引量:6

Fatigue tests of point-supported tempered and laminated glass panels under cyclic loading
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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. 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.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第4期706-712,共7页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金资助项目(50578041)
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 point-supported tempered glass panels laminated glass panels cyclic fatigue carrying capacity testing
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参考文献11

  • 1Overend Mauro, de Gaetano Sergio, Haldimann Matti- as. Diagnostic interpretation of glass failure [J].Struc- tural 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):250-253. 被引量:2
  • 3Lu 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):20-23. 被引量:3
  • 5Fett Theo, Guin Jean-Pierre, Wiederhorn Sheldon M. Interpretation of effects at the static fatigue limit of soda- lime-silicate glass[J]. Engineering Fracture Mechan- ics, 2005, 72 ( 18 ) :2774 - 2791.
  • 6Boxheimer Kaja, Wtimery Johann-Dietrich. Fatigue strength of glass panels under cyclic loading [ J ]. Struc- tural Engineering International, 2004, 14 ( 2 ) : 126 - 128.
  • 7Sackmann Vincent, Schuler Christian, Grif 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,罗忆,舒赣平,施刚.点支式单层和夹层玻璃板的疲劳性能试验[J].清华大学学报(自然科学版),2010,50(3):346-350. 被引量:4
  • 9卢瑞华,舒赣平,叶涛,李海云.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. 被引量:2
  • 10Lu 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. Lush- an, China, 2011:5018 - 5022.

二级参考文献11

  • 1Azouaoui K, Rechak S, Azari Z, et al. Modeling of damage and failure of glass/epoxy composite plates subject to impact fatigue [J]. Int J of Fatigue, 2001, 23(10): 877-885.
  • 2Choi H Y, Chang F K. A model for predicting damage in graphite/opoxy laminated composites resulting from low-velocity point impact [J]. Journal of Compos Mater, 1992, 26(14) : 2134 - 2169.
  • 3Lhymn C. Impact fatigue of PPS/glass composites-theoretical analysis[J].J Mater Sci Lett, 1985(4) : 343 - 350.
  • 4Lavoie J A, Reifsnider K L, Renshaw A J, et al. Prediction of stress rapture life of glass/epoxy laminates. Inter J of Fatigue, 2000, 22(6): 467-480.
  • 5卢瑞华,舒赣平.点支式玻璃幕墙的研究现状与发展[C]∥第五届全国现代结构工程学术研讨会.保定:2006:722-729.
  • 6Tsai C R, Stewart R A. Stress Analysis of Large Deflection of Glass by the Finite Element Method [ J]. J. American Ceramic Society, 1976,59 : 445 - 448.
  • 7Brown W G. A Load Duration Theory for Glass Design [ R ]. National Research Council of Canada, Division of Building Research NRCC12354. Ottawa Ontario :1972.
  • 8黄蔚,第七届全国断裂学术会议论文集,1993年
  • 9JGJ102-2003.玻璃幕墙工程技术规范[S].[S].,2003..
  • 10王元清,石永久,荆军,李少甫.点式支承玻璃建筑的应用技术研究[J].工业建筑,2000,30(10):6-10. 被引量:15

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