首页> 外文期刊>Engineering and Applied Science Research >Notable mechanical behavior of thin monoholar rubber flat slab under tension loading
【24h】

Notable mechanical behavior of thin monoholar rubber flat slab under tension loading

机译:张力负载下薄单孔橡胶扁平板坯的显着力学行为

获取原文
       

摘要

There have been strong interests in achieving unconventional mechanical properties of materials utilized for various applications in recent years. Apart from the well known composite material approach, an innovative approach of employing cellular structure or repeated geometric pattern has been of great interest. The simple example that has been proved useful and promising is the monoholar pattern. Experimental investigations of monoholar rubber flat slab have demonstrated a number of unusual mechanical behaviors under compression loading unable to achieve before. It is thus enticing to find out if the same is possible under tension loading. This research therefore embarks on applying tension load on a thin monoholar rubber flat slab, 1/10 as thick as the flat slab tested under compression loading. Results of the experiments clearly demonstrate similar behaviors as observed in the case of compression loading. However stress plateau is not observable in the stress-strain curve obtained under tension loading. This is because the test specimen reaches rupture point after undergoing a certain level of stress. Ligament thickness has been observed to effect noticeable drop in stress level before gradually increasing towards stress level that causes full blown rupture. This may lead to some promising applications related to tension loading.
机译:近年来,在实现各种应用中使用的材料的非常规力学性质,具有很强的兴趣。除了众所周知的复合材料方法之外,采用蜂窝结构或重复几何模式的创新方法具有很大的兴趣。已经证明有用和有前途的简单示例是单体树桩模式。单孔橡胶平板的实验研究已经显示出许多不寻常的机械行为在压缩负载下无法达到以前。因此,在张力加载下可以找到相同的情况。因此,本研究开始施加在薄的单体橡胶扁平板上施加张力载荷,如在压缩负载下测试的平板板一样厚。实验结果清楚地证明了在压缩负荷的情况下观察到的类似行为。然而,在张力载荷下获得的应力 - 应变曲线中不可观察到应力平台。这是因为测试样品在经历一定程度的压力后达到了破裂点。已经观察到韧带厚度在逐渐增加朝向应力水平朝向引起完全吹过破裂的胁迫水平之前影响应力水平的显着降低。这可能导致一些与张力负荷有关的有希望的应用。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号