工程塑料应用
工程塑料應用
공정소료응용
Engineering Plastics Application
2015年
9期
106-109
,共4页
马少华%费昺强%回丽%许良%韩放
馬少華%費昺彊%迴麗%許良%韓放
마소화%비병강%회려%허량%한방
含孔复合材料层合板%圆孔直径%孔形%压缩强度%破坏模式
含孔複閤材料層閤闆%圓孔直徑%孔形%壓縮彊度%破壞模式
함공복합재료층합판%원공직경%공형%압축강도%파배모식
composite laminate with hole%hole diameter%hole shape%compress strength%failure mode
对不同圆孔直径和不同孔形的含孔碳纤维增强环氧树脂基复合材料层合板进行了压缩实验,分析比较了破坏前后的形貌变化,研究了孔的直径和形状对复合材料层合板压缩强度的影响。结果表明,对于含圆孔的复合材料层合板,随着孔径的增大,压缩强度下降明显,二者之间并不满足线性关系。对于不同孔形的复合材料层合板,含圆孔的压缩强度最大,其次是椭圆孔,然后是方孔,最小的是菱形孔。在含孔复合材料结构设计过程中,应尽量使用圆孔。含孔复合材料层合板的破坏模式都为过孔破坏,破坏都发生在应力集中的区域,并且断裂都是沿着应力集中最大的方向扩展。侧面断口主要为剪切失效,有分层和屈曲的特征。
對不同圓孔直徑和不同孔形的含孔碳纖維增彊環氧樹脂基複閤材料層閤闆進行瞭壓縮實驗,分析比較瞭破壞前後的形貌變化,研究瞭孔的直徑和形狀對複閤材料層閤闆壓縮彊度的影響。結果錶明,對于含圓孔的複閤材料層閤闆,隨著孔徑的增大,壓縮彊度下降明顯,二者之間併不滿足線性關繫。對于不同孔形的複閤材料層閤闆,含圓孔的壓縮彊度最大,其次是橢圓孔,然後是方孔,最小的是蔆形孔。在含孔複閤材料結構設計過程中,應儘量使用圓孔。含孔複閤材料層閤闆的破壞模式都為過孔破壞,破壞都髮生在應力集中的區域,併且斷裂都是沿著應力集中最大的方嚮擴展。側麵斷口主要為剪切失效,有分層和屈麯的特徵。
대불동원공직경화불동공형적함공탄섬유증강배양수지기복합재료층합판진행료압축실험,분석비교료파배전후적형모변화,연구료공적직경화형상대복합재료층합판압축강도적영향。결과표명,대우함원공적복합재료층합판,수착공경적증대,압축강도하강명현,이자지간병불만족선성관계。대우불동공형적복합재료층합판,함원공적압축강도최대,기차시타원공,연후시방공,최소적시릉형공。재함공복합재료결구설계과정중,응진량사용원공。함공복합재료층합판적파배모식도위과공파배,파배도발생재응력집중적구역,병차단렬도시연착응력집중최대적방향확전。측면단구주요위전절실효,유분층화굴곡적특정。
According to the compression test of carbon fiber reinforced epoxy resin matrix composite laminates with different hole diameters and shapes,the change of the microscope before and after damage was analyzed and compared,the influences of different hole diameters and shapes on compressive strength of the composite laminates were studied. The results show that with the increase of hole diameters,the compressive strength decrease gradually,but the relationship is not linear. For the different hole shapes of the composite laminates,the compressive strength of circular hole is biggest and followed by ellipse hole,square hole and rhombus hole. In the composite structure design,the circular hole should be used. The failure modes of composite laminates with hole are hole failure,the damage is occurred in the area of stress concentration,and the fracture is extend in the direction of the stress concentration of the largest. The side of fracture morphology is mainly shear failure,and the characteristic of buckling and delaminating.