摘要
讨论了玻璃纤维增强塑料的建筑性能和应用潜力,同时测定了其拉伸性能。以空心锚杆为研究对象可知,在玻璃纤维增强塑料的应力承受范围内,载荷的增加导致应变力的增加趋势是呈线性关系的,某一边会稍稍比另一边多承受一些应变力,空心锚杆的最大拉伸力移动位移为2.69 mm。
The building performance and application potential of glass fiber reinforced plastics were discussed. The tensile properties of glass fiber reinforced plastics were measured as well. The hollow anchor rod was used as the research object. The results indicate that in the stress range of glass fiber reinforced plastics, the trend of the increase in strain force with the increasing loading is a linear relationship. Moreover, one side of the hollow achor rod can bear more strain force than the other side. The maximum displacement of tensioning force of the hollow anchor is about 2. 69 mm.
出处
《塑料工业》
CAS
CSCD
北大核心
2016年第2期145-147,144,共4页
China Plastics Industry
关键词
玻璃纤维
增强
建筑材料
拉伸性能
Glass Fiber
Reinforcement
Building Materials
Tensile Properties
