摘要
以截面尺寸为40mm×65mm,40mm×90mm和40mm×140mm国产兴安落叶松结构用规格材为研究对象,参照GB 50005—2003《木结构设计规范》的目测分等规则,将其分为Ⅰc,Ⅱc,Ⅲc和Ⅳc这4个等级.根据ASTM D4761-02a对其进行抗弯弹性模量、抗弯强度、顺纹抗拉强度和顺纹抗压强度测试.参照ASTM D2915-03,利用非参数法估计得到国产兴安落叶松结构用规格材的不同强度特征值,结果表明,其强度特征值高于进口云杉松冷杉(S-P-F)结构用规格材.通过足尺测试获得结构用规格材强度特征值,改变了GB 50005—2003现有强度特征值由无疵小试样推导而得的历史,同时为获得其他国内树种结构用规格材强度特征值提供了科学方法.
Dimension lumber (cross-sections are 40 mm×65 mm, 40 mm×90 mm and 40 mm × 140 mm, length is 4 000 ram) of Chinese larch(Larix gmelini) was visually graded into Ⅰc, Ⅱc, Ⅲc and Ⅳc ac- cording to GB 50005-2003 standard, and was tested according to ASTM D4761-02a. The characteristic values of modulus of elasticity(MOE), modulus of rupture(MOR), ultimate tensile strength(UTS) and ultimate compressive strength(UCS) were estimated using nonparametric statistical analyses according to ASTM D2915-03. The characteristic strength value of Chinese larch is larger than that of Spruce-Pine-Fir (S-P-F) dimension lumber. The characteristic strength value was obtained and deduced from small sample of clear wood in GB 50005-2003, so that the situation was changed. The scientific method for estimating the characteristic strength of dimension lumber can be used to dimension lumber of other species in China.
出处
《建筑材料学报》
EI
CAS
CSCD
北大核心
2012年第3期361-365,共5页
Journal of Building Materials
基金
林业公益性行业科研专项经费(200904016)
中央级公益性科研业务费专项资金项目(CAFINT2009K04)
"十一五"国家科技支撑计划项目(2006BAD18B07)
关键词
兴安落叶松
规格材
非参数法
强度特征值
Chinese larch(Larix gmelini)
dimension lumber
nonparametric statistical analysis
strengthcharacteristic value