|
OALib Journal期刊
ISSN: 2333-9721
费用：99美元
|
|
|
|
重组竹平行纹理方向销槽承压性能的影响因素
DOI: 10.3969/j.issn.1000-2006.2013.05.020, PP. 103-107
Keywords: 重组竹,销槽承压性能,试样尺寸,螺栓直径,含水率
Abstract:
选取试样尺寸、螺栓直径及含水率作为影响因素，对重组竹平行纹理方向的销槽承压性能进行了研究。结果表明：试样尺寸在满足设计最小值的前提下，对销槽承压强度无显著影响；试样的刚度不受长度的影响，但随厚度的增大而增大；随着螺栓直径的增大，销槽承压强度呈减小趋势，而试样的刚度呈增大趋势，并在螺栓直径≥12mm后渐趋于稳定；随着含水率的增大，试样的刚度和销槽承压强度均呈下降趋势，含水率达到17%时，开始趋于稳定。
| [1] | smithi,whalelrj,andersonc,etal.designpropertiesoflaterallyloadednailedorboltedwoodjoints[j].canadianjournalofcivilengineering,1988,15(4):633-643.
|
| [2] | americansocietyofcivilengineers(asce).loadandresistancefactoreddesignforengineeredwoodconstruction[s].washingtondc:americansocietyofcivilengineers,1996.
|
| [3] | wilkinsontl.dowelbearingstrength(researchpaperfpl？rp？505)[r].madison:forestproductslaboratory,forestservice,departmentofagriculture,1991.
|
| [4] | 刘柯珍.落叶松胶合木梁柱连接节点设计与承载性能评价[d].北京：中国林业科学研究院，2011.liukz.connectiondesignandbearingperformanceevaluationforlarchlaminatedwoodbeamsandcolumns[d].beijing:chineseacademyofforestry,2011.
|
| [5] | astm.d5764？97a.standardtestmethodforevaluatingdowel？bearingstrengthofwoodandwood？basedproducts[s].westconshohockenpa:americansocietyfortestingandmaterials,1997.
|
| [6] | rammerdr,winistorfersg.effectofmoisturecontentondowel？bearingstrength[j].woodandfiberscience,2001,33(1):126-139.
|
| [7] | rammerdr.parallel？to？graindowel？bearingstrengthoftwoguatemalanhardwoods[j].forestproductsjournal,1999,49(6):77-87.
|
| [8] | fahlbuschh.acontributiontotheproblemofthebearingstrengthofboltsinwoodunderstaticloads(reportno.49-09)[r].braunschweig,germany:instituteformechanicalconstructionandcarpentry,1949.
|
| [9] | winistorfersg.validationoftheeuropeanyieldmodelfornailedconnections[c]//proceedingsofthestructurescongress94.atlanta,1994.
|
| [10] | koponens.embeddingcharacteristicsofwoodinthegraindirection[r].espoo,finland:helsinkiuniversityoftechnology,laboratoryofstructuralengineeringandbuildingphysics,1991.
|
| [11] | 尹思慈.木材学[m].北京:中国林业出版社,1996.
|
| [12] | americanforestandpaperassociation(af&pa).nationaldesignspecificationforwoodconstruction[s].washingtondc:americanforestandpaperassociation,1991.
|
| [13] | 徐德良,刘伟庆,倪庚东.木材-钢夹板螺栓连接的承载能力试验研究[j].江苏建筑,2009(3):18-20,33.xudl,liuwq,nigd.experimentalstudyonbearingcapacityofboltedsteel？wood？steelconnectionsintimberstructures[j].jiangsuconstruction,2009(3):18-20,33.
|
| [14] | 徐德良,刘伟庆,杨会峰,等.木材-钢填板螺栓连接的承载能力试验研究[j].南京工业大学学报:自然科学版,2009,31(1):87-91,96.xudl,liuwq,yanghf,etal.experimentalstudyonbearingcapacityofboltedwood？steel？woodconnectionsintimberstructures[j].journalofnanjinguniversityoftechnology：naturalsciencesedition,2009,31(1):87-91,96.
|
| [15] | whalelrj,smithi.thederivationofdesignclassesfornailedandboltedjointsineurocode5[c]//internationalcouncilforbuildingresearchstudiesanddocumentation,workingcommissionw18？timberstructures,1988.
|
| [16] | sawatak,yasumuram.determinationofembeddingstrengthofwoodfordowel？typefasteners[j].journalofwoodscience,2002,48(2):138-146.
|
Full-Text
|
|
Contact Us
service@oalib.com QQ:3279437679 
WhatsApp +8615387084133
|
|
