确定结构刨花板容许应力的因素及在应用时的最低性能值

施建平

doi:10.19455/j.mcgy.1994.02.008

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确定结构刨花板容许应力的因素及在应用时的最低性能值
The factors for determining allowable stresses and the requirement of minimum property values for structural particleboard
1. 中国林科院木材工业研究所
1994年第2期
DOI： 10.19455/j.mcgy.1994.02.008

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[1]施建平.确定结构刨花板容许应力的因素及在应用时的最低性能值[J].木材工业,1994(02):28-31.

Shi Jianping. The factors for determining allowable stresses and the requirement of minimum property values for structural particleboard[J]. China Wood Industry, 1994,(2).
[1]施建平.确定结构刨花板容许应力的因素及在应用时的最低性能值[J].木材工业,1994(02):28-31. DOI： 10.19455/j.mcgy.1994.02.008.

Shi Jianping. The factors for determining allowable stresses and the requirement of minimum property values for structural particleboard[J]. China Wood Industry, 1994,(2). DOI： 10.19455/j.mcgy.1994.02.008.

摘要

本文讨论和分析了确定结构用途刨花板强度和弹性设计性能涉及的因素及其取值，并针对国产刨花板性能变异性较大的情况，提出了结构用途刨花板应达到的最低性能值和强度安全系数取值。

Abstract

In this paper,It、vas discussed and analyzed that the factors ofdetermining design properties of strength and elasticity for structural partic-Ieboard. According to the variation of properties of local particleboard pro-ducts, the value of strength safety factor and minimum property values were recommended.