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结构用规格材抗压强度与抗弯强度的关系研究 被引量:1

Relationship between Modulus of Rupture and Ultimate Compression Strength for Larch Dimension Lumber
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摘要 以兴安落叶松规格材的抗弯强度和抗压强度为例,介绍一种建立规格材强度性质间关系的方法,即采用两种强度具有相同累积概率的强度值来建立强度性质之间的关系。研究结果表明,抗弯强度和抗压强度的关系为幂函数关系。 Abstract A method of establishing the relationship between mechanical properties was introduced. The modulus of rupture and ultimate pompression strength of larch( Larix gmelini)dimension lumber(40 × 65 ×4 000 mm, 40 ×90 ×4 000 mm, 40× 140 ×4 000 mm) was tested. Using the strength values that have same cumulative probability to establish the relation between mechanical properties. The results indicated that the power function was the best model for discribing relationship between the modulus of rupture and ultimate pompression strength.
出处 《林业科技》 2013年第3期27-29,共3页 Forestry Science & Technology
关键词 规格材 抗弯强度 抗压强度 强度性质间关系 Dimension lumber Modulus of rupture Ultimate tensile strength Probability densityfunction Good-ness-fit Relationship between mechanical properties
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  • 1Galllgan W L, Johnson R A, Taylor J R. Examination of the concomitant properties of lumber. Proceedings of the Metal Plate Wood Truss Conference, Forest Product Research Society, Madison, WI, 1981.
  • 2ASTM. ASTM D1990 -07, Standard Practice for Establishing Allowable Properties for Visually - Graded Dimension Lumber from In - Grade Tests of Full - Size Specimens [ S]. American Society for Testing Naterials In temational, 2007.
  • 3中国建筑西南设计研究院,四川省建筑科学研究院.GB50005-2003,木结构设计规范[S].北京:中国标准出版社,2003.
  • 4ASTM. ASTM D4761 -05. Standard Test Methods for Mechanical Properties of Lumber and Wood - Base Structual Material [ S ]. American Society for Testing Naterials In temational. 2007.

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