SPF规格材弹性模量概率分布及其力学性能评价

王正; 杨燕; 刘斌

doi:10.3969/j.issn.1000-2006.2014.02.030

王正,杨燕,刘斌

南京林业大学学报（自然科学版） ›› 2014, Vol. 38 ›› Issue (02) : 157-160.

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南京林业大学学报（自然科学版） ›› 2014, Vol. 38 ›› Issue (02) : 157-160. DOI: 10.3969/j.issn.1000-2006.2014.02.030

研究简报

SPF规格材弹性模量概率分布及其力学性能评价

王正,杨燕,刘斌

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Probability distribution of MOE and mechanical properties of SPF dimension lumbers

WANG Zheng,YANG Yan,LIU Bin

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文章历史 +

摘要

应用瞬态激振法实测了针叶木规格材(SPF)的弹性模量,并对弹性模量进行了威布尔分布的拟合检验。结果表明:SPF规格材松木试件的弹性模量遵循威布尔分布, 应用拟合检验确定的威布尔参数, 估算了总体弹性模量均值、标准离差和弹性模量在给定值下的概率。根据GB 5005—2003木结构设计规范及确定的威布尔参数,评价了总体二级SPF规格材松木试件达到二级材Ⅱ_c的可靠度为95.9%, 即推算总体松木试件弹性模量达不到二级材Ⅱ_c的概率为4.1%。

Abstract

This paper measured MOE of a batch of SPF dimension lumbers by means of transient shock excitation method and applied Weibull distribution to fit the examination using 30 pine test pieces from totality second-class randomly. The result showed that MOE of pine testing lumbers of SPF batch followed the law of Weibull distribution and Weibull parameters determined by fitting examination, which had estimated the general mean value, standard deviation and probability of MOE at given values. The accuracy of assess was 95.9% according to code for design of timber structures(GB 5005—2003)and Weibull parameters, when pine test pieces of total second-class SPF dimension lumbers accorded with the standard of second-class, this mean was that the probability was 4.1% when pine test pieces of total SPF dimension lumbers were not up to the standard of second-class Ⅱ_c.

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王正,杨燕,刘斌. SPF规格材弹性模量概率分布及其力学性能评价[J]. 南京林业大学学报（自然科学版）. 2014, 38(02): 157-160 https://doi.org/10.3969/j.issn.1000-2006.2014.02.030

WANG Zheng,YANG Yan,LIU Bin. Probability distribution of MOE and mechanical properties of SPF dimension lumbers[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2014, 38(02): 157-160 https://doi.org/10.3969/j.issn.1000-2006.2014.02.030

中图分类号： S781

参考文献

[1] 江京辉,吕建雄,任海青,等.动态弹性模量用于评估不同等级规格材的研究[J].南京林业大学学报:自然科学版,2008,32(2):63-66. Jiang J H, Lv J X, Ren H Q, et al.Assessment of different grade dimension lumber by dynamic modulus of elasticity[J]. Journal of Nanjing Forestry University:Natural Sciences Edition,2008,32(2):63-66.
[2] 杨洋,申世杰,王欣,等.落叶松锯材不同无损检测方法的试验研究[J].科学技术与工程,2010,10(25):6155-6162. Yang Y, Shen S J,Wang X, et al.Design of the bending deflection of the shaped straightening machine for square pipe[J]. Science Technology and Engineering,2010,10(25):6155-6162.
[3] 申世杰,杨洋,陈勇,等.机械应力分等法评估落叶松结构用锯材力学性质[J].科技导报,2011,29(6):53-56. Shen S J, Yang Y, Chen Y, et al. Evaluation of mechanical properties of structural larch sawn lumber by machine stress rating[J].Science and Technology Review, 2011,29(6):53-56.
[4] Wang Z, Li L, Gong M. Dynamic modulus of elasticity and damping ratio of wood-based composites using a cantileverbeam vibration technique[J]. Construction & Building Materials, 2012,28(1):831-834.
[5] Ilic J. Dynamic MOE of 55 species using small wood beams[J]. Holz Roh Werkst,2003,61(3):167-172.
[6] Green D W, Gorman T M, Evans J W, et al. Improved grading system for structural logs for log homes[J]. Forest Prod J, 2004, 54(9):52-62.
[7] Brancheriaul, Bailleres H. Natural vibration analysis of clear wooden beams: a theoretical review[J]. Wood Science and Technology, 2002, 36(3):347-365.
[8] Wang X, Ross R J, Hunt M O, et al. Low frequency vibration approach for assessing performance of wood floor systems[J]. Wood and Fiber Science, 2005,37(3):371-378.
[9] 张令弥.振动测试与动力分析[M].北京:航空工业出版社,1992.
[10] Pellerin R F. A vibration approach to nondestructive testing of structure lumber[J]. Forest Prod J, 1965, 14:93-101.
[11] Soltis L A, Wang X, Ross R J, et al. Vibration testing of timber floor systems[J]. Forest Prod J, 2002, 52(10):75-81.
[12] 胡英成,王逢瑚,刘一星,等.利用振动法检测胶合板的抗弯弹性模量[J].木材工业, 2001,15(2):3-6. Hu Y C,Wang F H, Liu Y X,et al. Study on modulus of elasticity In bending of plywood by vibration method[J]. China Wood Industry, 2001,15(2):3-6.
[13] 段新芳,王平,周冠武,等.应力波技术检测古建筑木构件残余弹性模量的初步研究[J].西北林学院学报,2007,22(1):112-114. Duan X F, Wang P, Zhou G W,et al.Nondestructive evaluation of dynamic MOE of ancient wooden structure members by stress wave method[J].Journal of Northwest Forestry University,2007,22(1):112-114.
[14] Weibull W, Swenden S. A statistical distribution of function wide applicability[J]. J of Applied Mechanics, 1951,18: 293-297.
[15] Gumbel E J.Statistics of Extremes[M]. New York:Calumbia University press, 1958.
[16] Moslemi A A. Dynamic viscoelasticity in hardboard[J]. Forest Prod J, 1967:17(1):25-33.
[17] 李云雁,胡传荣.设计与数据处理[M]. 北京:化学工业出版社,2004.
[18] 中华人民共和国建设部.GB 50005—2003 《木结构设计规范》[S]:北京:中国建筑工业出版社,2006.

基金

收稿日期:2013-07-03 修回日期:2013-10-20
基金项目:2012年江苏省苏北科技发展计划科技型企业技术创新资金项目(BC2012416); 江苏高校优势学科建设工程资助项目(PAPD)
第一作者:王正,高级工程师,博士。E-mail: wangzheng63258@163.com。
引文格式:王正,杨燕,刘斌. SPF规格材弹性模量概率分布及其力学性能评价[J]. 南京林业大学学报:自然科学版,2014,38(2):157-160.