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    应用环境对OSB抗弯性能的影响研究

    Effects of application conditions on the bending strength of oriented strand board (OSB)

    • 摘要:
        目的  定向刨花板通过大片刨花的定向铺装和胶合热压制成,是一种重要的工程材料。深入研究应用环境对OSB抗弯性能的影响,可以为优化OSB加工工艺和应用方式提供必要的理论支撑。
        方法  选取13 mm厚的OSB为研究对象,调整试件含水率,采用三点弯曲静力法对OSB循环加载,同步使用数字散斑相关分析技术记录应变分布,评价其挠度并揭示其发生原因。
        结果  环境湿度升高会使OSB含水率和厚度增加,刨花间空隙和刨花裂隙扩大。OSB在相对湿度(95 ± 3)%下陈放后,其挠度显著增加,继续在相对湿度(65 ± 3)%下陈放后,其挠度仍大于初始挠度。OSB在相对湿度(95 ± 3)%下陈放后不施加载荷,继续在相对湿度(65 ± 3)%下陈放后,其挠度与初始挠度接近。仅在相对湿度(65 ± 3)%下陈放,循环次数对OSB挠度影响不明显。OSB含水率出现波动后,第1次循环加载的挠度明显增加,之后的循环次数增加对挠度影响不明显。载荷状态下,仅在相对湿度(65 ± 3)%下陈放的OSB应变分布均匀,空气湿度变化会造成OSB出现应变集中。含水率增加会降低OSB内部应变迁移效率,主要表现为板子上下表面的弯曲应变集中和两个相反方向的剪切应变分布明显。
        结论  系统地探索了环境湿度和循环加载对OSB抗弯性能的影响,并基于应变分布揭示了发生原因,研究结果对OSB加工工艺优化和应用范围拓展具有一定指导意义。

       

      Abstract:
        Objective   Oriented strand board (OSB) is composed of cross-oriented layers consisting of thin and rectangular wooden flakes or strands, which are compressed and bonded together with synthetic resins. OSB is an important engineered wood product. The influence of application environment on the bending properties of OSB can provide necessary theoretical support for optimizing the processing technology and application method of OSB.
        Method  Samples prepared from 13 mm thick OSB panel were conditioned under different relative humidity (RH) conditions. Three-point bending tests were performed to measure the fatigue deflection of OSB under cyclic loading, strain distribution was recorded using digital image correlation (DIC) simultaneously. This contributes to reveal the causes of deflection results.
        Result  The increase of RH increased the moisture content and thickness of OSB, and enlarged the voids among wood strands and cracks in wood strands. The deflection of OSB increased significantly after conditioning at (95 ± 3)% RH, and after conditioning the samples at (65 ± 3)% RH, the deflection was still larger than the initial deflection. The samples’ deflection was close to their initial deflection if conditioning them at (95 ± 3)% RH and (65 ± 3)% RH without adding loading. The effect of loading cycles on the deflection was slight when the samples were conditioned at unchanged (65 ± 3)% RH. The deflection of the first cycle loading obviously increased, which was not found as increasing loading cycles. Strain distribution was homogeneous if the samples were conditioned only at (65 ± 3)% RH. The increase of moisture content could hamper the strain transfer and induce strain accumulation. Specifically, bending strain was prone to accumulate on the top and bottom surfaces, and shear strain would occur in the two opposite directions in high moisture content samples.
        Conclusion  The findings of this work explore the effect of application conditions and loading cycles on the bending strength of OSB. The outputs of this work are helpful for optimizing the manufacturing strategies and enlarging application field of OSB.

       

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