冲击荷载下深梁动态断裂行为的光弹性实验

岳中文,宋耀,杨仁树,王煦,邱鹏,陈程

振动与冲击 ›› 2017, Vol. 36 ›› Issue (19) : 236-241.

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振动与冲击 ›› 2017, Vol. 36 ›› Issue (19) : 236-241.
论文

冲击荷载下深梁动态断裂行为的光弹性实验

  • 岳中文,宋耀,杨仁树,王煦,邱鹏,陈程
作者信息 +

Photoelastic experiment of deep beam fracture behaviors under impact load

  •  YUE Zhong-wen  SONG Yao  YANG Ren-shu  WANG Xu  QIU Peng  CHEN Cheng
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文章历史 +

摘要

采用动态光弹性实验方法,对简支深梁进行冲击实验,研究其冲击动态断裂行为。实验得到了冲击断裂过程中深梁的等差条纹变化图片,分析了冲击荷载下裂纹尖端的动态应力强度因子和裂纹扩展速度的变化规律。研究结果表明:由于应力波的作用,在试件开裂前,预制裂纹尖端应力强度因子 始终呈波动上升的趋势,最大值为1.995 ;试件起裂后,裂尖动态应力强度因子 先迅速下降,然后保持在1.222 至1.677 的范围内震荡,平均值为1.458 ;裂纹起裂后,扩展速度先迅速增大,后保持在310m/s至380m/s之间,动态裂纹基本呈匀速扩展,平均扩展速度为345.703m/s。

Abstract

By using dynamic photoelastic method, the impact experiments were performed to study the dynamic fracture behaviors of simply supported deep beams. The isochromatic fringe patterns of the deep beams were obtained during the fracture process. The dynamic stress intensity factors (DSIF) and propagation velocities of the crack tips were calculated and analyzed in this paper. The results are shown as follows: the DSIF  of the crack tip keeps increasing with fluctuation before the initiation as a consequence of stress waves, reaching the maximum value of 1.995 ; after the initiation, the DSIF decreases rapidly at first, and then stays oscillating within a range from 1.222 to 1.677 . The mean value of DSIF is 1.458 . The propagation velocity of crack after the initiation rises drastically at the beginning, and retains between 310m/s and 380m/s afterwards. The dynamic crack keeps a constant extension basically, and the average velocity is 345.703m/s.

关键词

动光弹 / 冲击荷载 / 动态应力强度因子 / 深梁 / 断裂

Key words

dynamic photoelasticity / impact loading / dynamic stress intensity factor / deep beam / fracture

引用本文

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岳中文,宋耀,杨仁树,王煦,邱鹏,陈程 . 冲击荷载下深梁动态断裂行为的光弹性实验[J]. 振动与冲击, 2017, 36(19): 236-241
YUE Zhong-wen SONG Yao YANG Ren-shu WANG Xu QIU Peng CHEN Cheng. Photoelastic experiment of deep beam fracture behaviors under impact load[J]. Journal of Vibration and Shock, 2017, 36(19): 236-241

参考文献

[1] 王明洋, 王德荣, 宋春明. 钢筋混凝土梁在低速冲击下的计算方法[J]. 兵工学报, 2006, 5(3):399-405.
WANG Ming-yang,WANG De-rong,SONG Chun-ming. A calculation method of reinforced concrete beam under low velocity impact[J].Acta Armamentarii,2006,5(3):399-405.
[2] 郑宏, 胡立黎, 刘源等. 钢筋混凝土深梁填充钢框架抗震性能试验[J]. 中南大学学报(自然科学版), 2011, 3(3):797-802.
ZHENG Hong,HU Li-li,LIU Yuan. Anti-seismic experiment on reinforced concrete deep beam infilled steel frame[J].Journal of Central South University (Science and Technology), 2011,3(3): 797-802.
[3] 曾翔, 许斌. 无腹筋钢筋混凝土梁抗冲击行为试验研究[J]. 土木工程学报, 2012, 45(9):63-73.
ZENG Xiang, XU Bin. Experimental study on the impact-resistant behavior of RC beams without shear-resistant rebar[J].China Civil Engineering Journal, 2012,45(9):63-73.
[4] 许斌, 曾翔. 冲击荷载作用下钢筋混凝土梁性能试验研究[J]. 土木工程学报, 2014, 47(2):41-51.
XU Bin, ZENG Xiang. Experimental study on the behaviors of reinforced concrete beams under impact loadings[J].China Civil Engineering Journal,2014,47(2):41-51.
[5] 许斌, 曾翔. 冲击作用下钢筋混凝土深梁动力性能试验研究[J]. 振动与冲击, 2015, 34(4):6-13.
XU Bin, ZENG Xiang. Tests for dynamic behaviors of deep RC beams under impact loadings[J].Journal of Vibration and Shock, 2015,34,(4):6-13.
[6] Saatci S, Vecchio F J. Effects of shear mechanisms on impact behavior of reinforced concrete beams[J]. ACI Structural Journal, 2009, 106(1):78-86.
[7] Chen Y, May I M. Reinforced concrete members under drop-weight impacts[J]. Structures and Buildings, 2009, 162(1):45-62.
[8] Tachibana S, Masuya H, Nakamura S. Performance based design of reinforced concrete beams under impact[J]. Natural Hazards and Earth System Science, 2010, 10(6):1069-1078.
[9] Kishi N, Mikami H. Empirical formulas for designing reinforced concrete beams under impact loading[J]. ACI Structural Journal, 2012, 109(4):509-519.
[10] Adhikary S D, Li B, Fujikake K. Strength and behavior in shear of reinforced concrete deep beams under dynamic loading conditions[J]. Nuclear Engineering and Design, 2013,259:14-23.
[11] 王煦, 郭洋, 万烨, 等. 数字动光弹性实验技术的研究与应用[J]. 科学技术与工程, 2015, 15(10):136-139.
WANG Xu, GUO Yang, WAN Ye, et al. The study of digital dynamic photo-elasticity experiment and its application[J]. Science Technology and Engineering, 2015,15(10):136~139.
[12] 杨立云, 许鹏, 郭东明, 等. 新型数字激光动光弹性实验技术在爆炸力学中的应用[J]. 科技导报, 2013, 31(15):27-30.
YANG Li-yun, XU Peng, GUO Dong-ming, et al. Dynamic photoelasticity method combined with laser and digital ultra high-speed camera and its applications in blasting mechanics[J]. Science & Technology Review, 2013, 31(15):27-30.
[13] Post. D. Photoelastic stress analysis for an edge crack in a tensile field[J]. Proc. SESA, 1955, (12):99-116.
[14] Xu L Roy, Rosakis Ares J. An experimental study of impact-induced failure events in homogeneous layered materials using dynamic photoelasticity and high-speed photography[J]. Optocals and Lasers in Engineering, 2003, 40(4):263-288.
[15] Hayasi Ryoei, Masuda Yoshiharu, Hashimoto Shozo, et al. Photoelastic analysis of stress waves in building subjected to vertical impact under laboratory earthquake experiments[J]. International Journal of Impact Engineering, 2009, 36(9): 1150-1155.
[16] 陆渝生, 连志颖, 邹同彬, 等. 柔性与刚性分配层防护机理的动光弹试验分析[J]. 解放军理工大学学报(自然科学版), 2003, 4(6):54-57.
LU Yu-sheng, LIAN Zhi-ying, ZOU Tong-bin, et al. Dynamic photoelastic investigations on protective mechanism of flexible and  rigid distributed layer[J]. Journal of PLA University of Science and Technology, 2003, 4(6):54-57.
[17] 李松刚, 杨国标, 倪凡等. 应用新型动光弹系统研究某设备受冲击载荷作用[J]. 实验力学, 2011, 26(3):229-233.
LI Song-gang,YANG Guo-biao,NI Fan,et al. Investigation on stress distribution in a key equipment subjected to impact based on a new-type dynamic photoelastic system[J].Journal of Northeastern University(Natural Science),2011,26(3):229-233.
[18] 尹航, 杨国标, 李松刚, 等. 基于动态光弹性方法的冲击载荷作用下自由边界主应力研究[J]. 力学季刊, 2013, 34(3):451-455.
YIN Hang, YANG Guo-biao, LI Song-gang, et al. Research on principal stress on free boundary subjected to impact loading based on dynamic photoelastic method[J]. Chinese Quarterly of Mechanics, 2013, 34(3):451-455.
[19] Dally. J. W., Sanford R. J. Classification of stress intensity factors from isochromatic fringe patterns[J]. Exp. Mech, 1978, 18(12):441-448.
[20] Rossmanith. H. P. Analysis of mixed-mode isochromatic crack-tip fringe patterns[J]. Acta Mechanica, 1979, (34):1-38.
[21] Irwin. G. R. Disscussion to the dynamic stress distribution surrounding a running crack – A photoelastic analysis[J]. Proc. SESA, 1958, 16(1):93-96.
[22] 中国矿业大学(北京).数字激光爆炸加载动光弹实验系统:中国,201110452028.5[P]. 2012-09-26.
China University of Mining & Technology(beijing). Experimental system of explosive loading laser dynamic photoelastic: China, 201110452028.5[P].2012-09-26.
[23] 龚敏, 贾聚平, 王德胜. 爆破模型的动态光测力学方法研究综述[J]. 爆破, 2005, 22(1):7-12.
GONG Min, JIA Ju-ping, WANG De-sheng. A review of studies on the blasting model by dynamic photomechanics[J]. Blasting, 2005, 22(1):7-12.

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