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竹材碎料复合板的结构和工艺的研究 被引量:2

A STUDY ON THE STRUCTURE AND TECHNOLOGY OF BAMBOO COMPOSITE BOARD
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摘要 采用二次正交旋转组合设计方案,系统地研究了竹材碎料复合板与其主要影响因素之间的相关关系,得出了反映产品主要力学性能指标的预报模型,并从人造板制造工艺学及复合材料结构力学的原理出发,对各因素的作用规律作了剖析;建立了产品力学性能的综合评价函数,引入制造成本约束,利用优化的理论方法进行寻优,获得了切合生产实际的最佳结构和工艺。研究表明:竹材碎料复合板的厚度、密度及外层竹片厚度对产品的力学性能影响显著;碎料施胶量的作用较大;热压时间在研究范围内的影响程度较小;各因素与静曲强度、弹性模量的关系可用一组二次曲面定量反映。 The factors significantly affacting the physical-strength properties of the composite are studied by using the quadratic orthogonal roatable combined design scheme. A couple of optimum regression models fiting for various thickness are obtained. According to the theories of wood-panel prosessing and structural machanicals of composite material,analysing the interaction among the critical factors and the strength properties, a combine devalution function about the important indexes is set up. Under the control of the cost bodage, using the princial and methed of optimality, a group of optimum structural-technological parameters adapted for actual production are found. The test results demonstrat that the thickness and the density of the composite and the bamboo sheet thickness critically affact the product strength properties, the adhesive level of the particle take a bigger role, and the hot pressing time have the smallest effect. The interaction among the factors, MOR or MOE is indicated with a group of quadratic surfaces. MOR = 119.4+13.83x1 + 10.61x2 - 8.22x3- 22.86x5 + 10.01x1x3 + 7.29x1x5 MOE = 10090 + 373.7x1 + 555x2 -13778x5 + 263.3x1x2 + 372.2x1x3
机构地区 南京林业大学
出处 《林业科学》 CAS CSCD 北大核心 1995年第6期536-542,共7页 Scientia Silvae Sinicae
基金 国家自然科学基金
关键词 竹材 复合板 结构工艺优化 碎料 Bamboo, Composite board, Structure and technology, Optimization
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参考文献4

  • 1王震鸣,复合材料力学和复合材料结构力学,1991年
  • 2罗天蓉,四川木材工业通讯,1989年,3期,8页
  • 3崔华林,机械优化设计方法与应用,1989年
  • 4朱伟勇,最优设计的计算机证明与构造,1987年

同被引文献17

  • 1Suo Shuming,Wood Fiber Sci,1995年,27卷,1期,84页
  • 2罗祖道,各向异性材料力学,1994年,214页
  • 3陆关兴,复合材料结构设计,1991年,131页
  • 4GB/T50329-2002.木结构试验方法标准[S].[S].,..
  • 5Lee A W C, Bai X S. Selected Physical and Mechanical Properties of Giant Timber Bamboo Grown in South California [ J]. Forest Products Journal, 1994(44) :40 -47.
  • 6Xiao Yan, Zhou Quan, Shan Bo. Design and Construction of Modern Bamboo Bridges [ J ]. Journal of Bridge Engineering, 2010,15(5) :43 -55.
  • 7Chen Guo, Xiao Yan, Shan Bo. Design and Construction of a Two-Story Modern Bamboo House [ C ]//Proceedings of First International Conference on Modern Bamboo Structures. Changsha : 2007 : 28 - 30.
  • 8Leichti R. T-Bracing for Stability of Compression Webs in Wood Trusses[ J ]. Journal of Structural Engineering, 2002, 128 ( 3 ) : 374 - 381.
  • 9Breyer D, Fridley K. Design of Wood Structures ASD/LRFD [ M ]. New York : McGraw-Hill, 2003.
  • 10Thang Nguyen Dao, John W, Vande Lindt. New Nonlinear Roof Sheathing Fastener Model for Use in Finite-Element Wind Load Applieations [ J]. Journal of Structural Engineering, 2008,134 (10) :1668 -1674.

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