检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]西安航空学院飞行器学院,西安710077 [2]西北工业大学无人机特种技术重点实验室,西安710065
出 处:《航空工程进展》2017年第3期268-276,共9页Advances in Aeronautical Science and Engineering
基 金:陕西省自然科学基金(2016JQ1043);陕西省教育厅科研计划项目(16JK1396);西安航空学院校级科研基金(2016KY1101)
摘 要:国内对T800碳纤维复合材料结构的研究刚刚起步,需要对其加筋壁板的稳定性进行系统地研究。通过改变蒙皮厚度、筋条间距、筋条几何参数等设计8种构型的试验件,进行压缩稳定性试验;考虑侧边边界条件及蒙皮有效宽度的影响,对两种常用的压缩屈曲载荷工程计算方法进行验证。结果表明:在相同筋条面积下,筋条惯性矩提高屈曲载荷增大,加筋壁板的破坏载荷主要取决于壁板的横截面积;蒙皮厚度和筋条间距对屈曲载荷的影响大于对破坏载荷的影响;对于薄蒙皮,当侧边简支且蒙皮有效宽度b=D-b2/2时,计算值与试验值最为接近;对于厚蒙皮,当侧边简支且蒙皮有效宽度b=D时,计算值与试验值最为接近。The research on the structure of T800 carbon fiber composite has just started in our country, so it is necessary to make a systematic study on the stability of stiffened panel with T800 carbon fiber reinforced composite. The test articles of 8 configurations are designed by varying the skin thickness 9 stiffener spacing, stiffener geometric parameters, and the compression stability tests are carried out. Considering the influence of the lateral boundary condition and the effective width of skin, two commonly used compression buckling load engineering calculation methods are verified. Results show that when the moment of inertia increases the buckling load will increase in the same stiffener area,the failure load of stiffened panels mainly depends on the cross sec-tional area of the panels, and the effect of skin thickness and stiffener spacing on buckling load is greater than that on failure load; For the thin skin, when the lateral simply supported and the effective width of skin is b = D-62/2, the calculated value is closest to the experimental value; For the thick skin, when the lateral simply supported and the effective width of skin is b = Df the calculated value is closest to the experimental value.
关 键 词:T800碳纤维 复合材料 加筋壁板 屈曲 工程计算方法
分 类 号:V258[一般工业技术—材料科学与工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.117