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林业科学 ›› 2025, Vol. 61 ›› Issue (7): 146-156.doi: 10.11707/j.1001-7488.LYKX20250037

• 研究论文 • 上一篇    下一篇

木材低温冲击断裂脆向转变规律及关系模型

高珊1,王晴1,卢莉莉1,沈杰2,李坚3,*()   

  1. 1. 东北林业大学土木与交通学院 哈尔滨 150040
    2. 东北林业大学机电工程学院 哈尔滨 150040
    3. 东北林业大学新型木质材料教育部工程研究中心 哈尔滨 150040
  • 收稿日期:2025-01-20 出版日期:2025-07-20 发布日期:2025-08-19
  • 通讯作者: 李坚 E-mail:nefulijian@163.com
  • 基金资助:
    国家自然科学基金项目(32471790,32071685)。

Pattern of Brittleness Transition in Impact Fracture of Wood at Subzero Temperature and the Relationship Models

Shan Gao1,Qing Wang1,Lili Lu1,Jie Shen2,Jian Li3,*()   

  1. 1. College of Civil Engineering and Transportation, Northeast Forestry University Harbin 150040
    2. College of Mechanical and Electrical Engineering, Northeast Forestry University Harbin 150040
    3. Engineering Research Center of Advanced Wooden Materials of Ministry of Education, Northeast Forestry University Harbin 150040
  • Received:2025-01-20 Online:2025-07-20 Published:2025-08-19
  • Contact: Jian Li E-mail:nefulijian@163.com

摘要:

目的: 探究零下低温对不同湿度木材冲击韧性的影响,确定木材由韧性断裂向脆性断裂转变的临界温湿度条件,构建冲击韧性与脆性值的关系模型,阐明冷冻木材冲击脆断发生规律,为湿冷环境下木材在工程应用中的力学稳定控制及失效风险防范提供理论依据。方法: 对不同湿度(绝干材、纤维饱和点材、饱水材)的大青杨和落叶松木材试件(300 mm×20 mm×20 mm)在连续温度范围(20~–196 ℃)内进行冲击试验和抗弯试验,获得木材动载冲击韧性和静载脆性值,应用统计分析方法建立木材冲击韧性与脆性值之间的数学关系模型。结果: 1) 当温度由20 ℃降至–196 ℃时,大青杨和落叶松木材的断面形貌(断貌)由韧性破坏特征转向明显的脆性破坏特征;木材水分越高,脆性破坏的形貌特征越明显。2) 静载试验中,随着温度降低,含水大青杨和落叶松木材在4个关键温度点(20、0、–40和–196 ℃)荷载-位移曲线的塑性变形阶段逐渐消失,出现由韧性断裂向脆性断裂转变的现象;绝干材脆性断裂的时间提前。3) 随着温度降低,木材的冲击韧性逐渐减小,脆性值逐渐增加。相较20 ℃时,含水率越高的木材在零下低温的冲击韧性降低幅度越大,脆性值升高幅度越大,温度降至–196 ℃时大青杨和落叶松饱水材的冲击韧性下降幅度分别达69.7%和62.5%,而脆性值分别从7.4%和14.2%升至72.2%和78.0%。4) 3个湿度水平大青杨和落叶松木材的冲击韧性和脆性值随温度降低呈线性变化趋势,且均在–40~–60 ℃出现拐点。木材的冲击韧性与脆性值之间呈幂函数关系、与脆性值对数呈线性关系,并具有含水率差异性;二者之间的数学模型拟合优度最好达0.96。结论: 随着零下温度降低,木材在经受冲击时,抵抗韧性断裂能力减弱,脆性断裂风险增加;含水率越大,发生脆性断裂机率越大;–40~–60 ℃是木材发生韧脆转变的临界温域;通过零下低温的木材静载脆性可有效预测动载韧性。

关键词: 冲击韧性, 脆性破坏, 脆向转变, 零下低温, 转变温度, 大青杨, 落叶松

Abstract:

Objective: This study aims to explore the influence of subzero low temperatures on the impact toughness of wood with different humidity levels, determine the critical temperature and humidity conditions for the transition of wood from ductile to brittle fracture, construct the relationship model between impact toughness and brittleness values, clarify the generation law of impact brittle fractures in frozen wood, so as to provide a theoretical basis for the mechanical stability control and failure risk prevention of wood in engineering applications under cold-humid environments. Method: In this paper, impact tests and bending tests were conducted on poplar (Populus ussuriensis) and larch (Larix gmelinii) wood specimens (300 mm × 20 mm × 20 mm) with different humidity levels (over-dried wood, fiber-saturated wood, and water-saturated wood) in a continuous temperature range (20 ℃ to –196 ℃) to obtain dynamic load impact toughness and static load brittleness value of wood. The mathematical relationship model between the wood's impact toughness and brittleness values was established by the statistical analysis method. Result: 1) As the temperature dropped from 20 ℃ to –196 ℃, the morphology of fracture surface of poplar and larch wood transformed from tough failure characteristics to brittle failure characteristics. The higher the water content, the more pronounced the brittle failure morphology. 2) In the static load experiment, with the decrease of temperature, the plastic deformation stage of load-displacement curves of the moist poplar and larch gradually disappeared at four key temperature points (20 ℃, 0 ℃, –40 ℃ and –196 ℃), and the phenomenon of ductile fracture changed to brittle fracture. The brittle fracture of oven-dry wood occurred earlier. 3) With the decrease of temperature, the impact toughness of wood gradually decreased, and the brittleness value gradually increased. Compared with 20 ℃, the impact toughness of wood with higher moisture content decreased more and the brittleness value increased more at sub-zero temperature. When the temperature dropped to –196 ℃, the impact toughness of poplar and larch satiated wood decreased by 69.7% and 62.5%, respectively, while the brittleness value increased from 7.4% and 14.2% to 72.2% and 78.0%, respectively. 4) The impact toughness and brittleness values of poplar and larch wood at the three humidity levels showed a linear trend with the decrease of temperature, and the inflection point appeared in the range of –40 ℃ to –60 ℃. The impact toughness of wood had a power function relationship with brittleness value, a linear relationship with the logarithm of brittleness value. There were differences in these relationships depending on the water content. The best goodness of fit of the mathematical model between them was 0.96. Conclusion: With the decrease of subzero temperature, the resistance to ductile fracture of wood decreased and the risk of brittle fracture increased when subjected to impact. The higher the moisture content, the higher the probability of brittle fracture. Between –40 ℃ and –60 ℃ is the critical temperature range for wood to undergo tough-brittle transformation. The dynamic load toughness of wood can be effectively predicted by the static load brittleness of wood at low temperature below zero.

Key words: impact toughness, brittle failure, transition to brittleness, sub-zero temperature, transition temperature, Populus ussuriensis, Larix gmelinii

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