华南理工大学学报(自然科学版)
華南理工大學學報(自然科學版)
화남리공대학학보(자연과학판)
Journal of South China University of Technology (Natural Science Edition)
2015年
7期
50-56
,共7页
钢纤维%聚乙烯醇纤维%混合纤维增强水泥基复合材料%应变率%冲击实验%动力性能
鋼纖維%聚乙烯醇纖維%混閤纖維增彊水泥基複閤材料%應變率%遲擊實驗%動力性能
강섬유%취을희순섬유%혼합섬유증강수니기복합재료%응변솔%충격실험%동력성능
steel fiber%polyvinyl alcohol fiber%hybrid fiber-reinforced cement-based composites%strain rate%im-pact test%dynamic mechanical property
采用变截面霍普金森杆( SHPB)对不同配比的钢/PVA纤维混合增强水泥基复合材料( HFRCC )进行了不同应变率的冲击压缩实验,并对其抗压强度、峰值应变和韧性等动力性能进行对比分析。结果表明:HFRCC材料表现出应变率敏感性;随着PVA纤维的增加,材料的变形性能更好,而钢纤维的加入则提高了其动态抗压强度;PVA纤维含量的增加能降低材料的动态强度增长因子;在低应变率下和峰值应力之前,纤维间的相对含量对HFRCC的韧性影响不大,在高应变率下,钢纤维能有效提高其韧性。
採用變截麵霍普金森桿( SHPB)對不同配比的鋼/PVA纖維混閤增彊水泥基複閤材料( HFRCC )進行瞭不同應變率的遲擊壓縮實驗,併對其抗壓彊度、峰值應變和韌性等動力性能進行對比分析。結果錶明:HFRCC材料錶現齣應變率敏感性;隨著PVA纖維的增加,材料的變形性能更好,而鋼纖維的加入則提高瞭其動態抗壓彊度;PVA纖維含量的增加能降低材料的動態彊度增長因子;在低應變率下和峰值應力之前,纖維間的相對含量對HFRCC的韌性影響不大,在高應變率下,鋼纖維能有效提高其韌性。
채용변절면곽보금삼간( SHPB)대불동배비적강/PVA섬유혼합증강수니기복합재료( HFRCC )진행료불동응변솔적충격압축실험,병대기항압강도、봉치응변화인성등동력성능진행대비분석。결과표명:HFRCC재료표현출응변솔민감성;수착PVA섬유적증가,재료적변형성능경호,이강섬유적가입칙제고료기동태항압강도;PVA섬유함량적증가능강저재료적동태강도증장인자;재저응변솔하화봉치응력지전,섬유간적상대함량대HFRCC적인성영향불대,재고응변솔하,강섬유능유효제고기인성。
The impact compression tests of hybrid fiber ( steel and polyvinyl alcohol ( PVA) fiber)-reinforced ce-ment-based composites (HFRCC) of different ratios were conducted at different strain rates by using a split Hopkin-son pressure bar ( SHPB) .Then, their dynamic compressive strength , peak strain and tenacity are compared .The results show that (1) HFRCC is sensitive to strain rates;(2) the peak strain increases with the PVA fiber content and the addition of steel fiber can increase the dynamic compressive strength;(3) to increase the PVA fiber con-tent can decrease the dynamic strength increase factor;and (4) at a low strain rate and before the stress reaches up to a peak, the relative contents of two kinds of fibers have little influence on the tenacity of HFRCC .At a high strain rate , however , the steel fiber can effectively improve the tenacity of HFRCC .