Deformation Mode of Hemispherical Shell under Static Load
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摘要: 采用顶点及平板下压加载的加载方式对半球壳的准静态压缩进行了实验研究,获得了半球壳的变形模态及力-位移曲线。通过准静态压缩实验观察在不同加载方式下球壳变形模式随压缩深度的变化,发现半球壳出现了轴对称和非轴对称变形形式。利用ABAQUS有限元软件对球壳准静态压缩过程进行数值模拟,分析加载方式与球壳尺寸等对变形行为的影响。结果表明:球壳在压缩下的变形可分为加载点附近局部压平、轴对称凹陷以及形成非对称多边形3个阶段。其中,在压平向凹陷转变时,小截面平头加载的接触力-位移曲线产生了突跳现象,但在半球头与平板加载时未出现,且凹陷之后,半球头加载下接触力的增加速率减小,而平板加载下接触力的增加速率几乎保持不变。壳的径厚比越大,后期的变形程度越复杂;径厚比越小,由压平到凹陷转变时的临界荷载越大,球壳承载力越大。计算表明,在本研究范围内球壳凹陷前后接触力的大小以及增加速率只与厚度有关,而与半径的相关性则较小。Abstract: Axial compression on stainless steel spherical shells was performed under different loading styles by quasi-static tests, and the deformation energy of spherical shell was calculated.The stress distribution was observed through the photo elastic experiment so as to analyze the deformation model of hemispherical shell under static load.It can be seen that, the maximum stress occur near the loading point at the beginning, and extends outward in a circular form with the compression depth increases, eventually larger stresses distribute near polygon vertex, loading point and the region between them.It's also simulated by ABAQUS software to analysis the influence of loading method and hemispherical shell size on deformation mode.The result shows:The ability to resist deformation of spherical shell decreases along with the R/t increase; under flat nosed compression, the contact force of spherical shell decreases after reaching the peak, but it doesn't under other loadings; the increasing ratio of contact force is only related with thickness, but not with radius.
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Key words:
- quasi-static compression /
- hemispherical shell /
- deformation model /
- deformation energy
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表 1 试件尺寸及结果
Table 1. Geometry and result of specimen
Specimen No. Type of
shellType of
indenterδ/
(mm)R/
(mm)$\frac{R}{\delta}$ Experimental results 2h/(mm) a/(mm) Shape S1 Hemispherical Flat nose 1.2 50 41.67 30 31.1 Ring S2 Entire spherical Flat nose 0.8 47.5 59.38 30 37.2 4-lobes S3 Hemispherical Flat nose 1.5 60 40.00 30 27.7 Ring S4 Entire spherical Flat nose 0.8 55 68.75 30 42.7 4-lobes S5 Hemispherical Plates 1.2 50 41.67 46 48.4 Ring S6 Hemispherical Flat nose 0.7 50 71.43 30 36.7 3-lobes S7 Hemispherical Plates 0.7 50 71.43 50 49.1 5-lobes 表 2 半球壳的几何尺寸
Table 2. Geometric dimensions of the hemispherical shell
Specimen No. R/(mm) δ/(mm) R/δ p-100-0.7 50 0.7 71.43 p-100-1.0 50 1.0 50.00 p-100-1.2 50 1.2 41.67 p-120-1.2 60 1.2 50.00 p-150-1.2 75 1.2 62.50 b-100-0.7 50 0.7 71.43 b-100-1.2 50 1.2 41.67 q-100-0.7 50 0.7 71.43 q-100-1.2 50 1.2 41.67 Note:The meaning of specimen No. is loading type, external diameter, thickness of shell; p means blunt indenter; b means plate; q means hemispherical indenter. -
[1] Updike D P. On the large deformation of a rigid plastic spherical shell compressed by a rigid plate[J]. J Eng Ind, 1972, 94(3): 949-955. doi: 10.1115/1.3428276 [2] Kinkead A N, Jennings A, Newell J, et al. Spherical shells in inelastic collision with a rigid wall-tentative analysis and recent quasi static testing[J]. J Strain Analys Eng Design, 1994, 29(1): 17-41. doi: 10.1243/03093247V291017 [3] Kitching R, Houston R, Johnson W. A theoretical and experimental study of hemispherical shells subjected to axial loads between flat plates[J]. Int J Mech Sci, 1975, 17: 693-703. doi: 10.1016/0020-7403(75)90072-7 [4] Gupta N K, Mohamed Sheriff N, Velmurugan R. Experimental and theoretical studies on buckling of thin spherical shells under axial loads[J]. Int J Mech Sci, 2008, 34: 422-432. http://www.sciencedirect.com/science/article/pii/S0020740307001749 [5] Gupta N K, Eswara Prasad G L, Gupta S K. Axial compression of metallic spherical shells between rigid plates[J]. Thin-Walled Struct, 1999, 34(1): 21-41. doi: 10.1016/S0263-8231(98)00049-4 [6] Gupta N K, Mohamed Sheriff N, Velmurugan R. Experimental and numerical investigations into collapse behaviour of thin spherical shells under drop hammer impact[J]. Int J Solids Struct, 2007, 44(10): 3136-3155. doi: 10.1016/j.ijsolstr.2006.09.014 [7] Gupta P K, Gupta N K. A study of axial compression of metallic hemispherical domes[J]. J Mater Proces Tech, 2009, 209(4): 2175-2179. doi: 10.1016/j.jmatprotec.2008.05.004 [8] Gupta N K, Venkatesh. Experimental and numerical studies of dynamic axial compression of thin walled spherical shells[J]. Int J Impact Eng, 2004, 30(8/9): 1225-240. http://www.sciencedirect.com/science/article/pii/S0734743X0400051X [9] El-sobky H, Singace A A. An experiment on elastically compressed frusta[J]. Thin-Walled Struct, 1999, 33: 231-244. doi: 10.1016/S0263-8231(98)00047-0 [10] El-sobky H, Singace A. Influence of end of constraints on the collapse of axially impacted frusta[J]. Thin-Walled Struct, 2001, 39: 415-428. doi: 10.1016/S0263-8231(01)00008-8 [11] Amiri S N, Rasheed H A. Plastic buckling of moderately thick hemispherical shells subjected to concentrated load on top[J]. Int J Eng Sci, 2012, 50: 151-165. doi: 10.1016/j.ijengsci.2011.08.006 [12] Shariati M, Allahbakhsh H R. Numerical and experimental investigations on the buckling of steel semi-spherical shells under various loadings[J]. Thin-Walled Struct, 2010, 48: 620-628. doi: 10.1016/j.tws.2010.03.002 [13] 宁建国, 杨桂通.刚粘塑性强化球星薄壳在撞击体作用下的大变形动力分析[J].固体力学学报, 1994, 15(2): 111-119. http://www.cqvip.com/QK/95077X/199402/1339734.htmlNing J G, Yang G T. Dynamic analysis of large deformation for rigid-viscoplastic hardening spherical shells being impacted by a missile[J]. Acta Mechanica Solida Sinica, 1994, 15(2): 111-119. (in Chinese) http://www.cqvip.com/QK/95077X/199402/1339734.html [14] 宁建国.弹塑性球形薄壳在冲击载荷作用下的动力分析[J].固体力学学报, 1998, 19(4): 33-40. http://www.cnki.com.cn/Article/CJFDTotal-GTLX804.004.htmNing J G. Dynamic analysis of elastic plastic thin spherical shells under impact[J]. Acta Mechanica Solida Sinica, 1998, 19(4): 33-40. (in Chinese) http://www.cnki.com.cn/Article/CJFDTotal-GTLX804.004.htm [15] 马春生, 杜汇良, 张金换, 等.薄壁扁球壳在撞击载荷下的动态响应和吸能特性研究[J].振动与冲击, 2007, 26(1): 4-7, 155. http://d.wanfangdata.com.cn/Periodical/zdycj200701002Ma C S, Du H L, Zhang J H, et al. Study on dynamic response and energy absorbing characteristics of shallow spherical shells under impact load[J]. Journal of Vibration and Shock, 2007, 26(1): 4-7, 155. (in Chinese) http://d.wanfangdata.com.cn/Periodical/zdycj200701002 [16] 张国权.冲击载荷作用下空壳和充液球壳结构动力响应[D].太原: 太原理工大学, 2011.Zhang G Q. Dynamic response of the hemispherical shell empty or filled by water subject to impact loading[D]. Taiyuan: Taiyuan University of Technology, 2011. (in Chinese)