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集成竹拉伸蠕变性能加速试验

Accelerated creep testing of tensile properties of glued laminated bamboo

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通过短期(500 h)拉伸蠕变试验,研究了不同应力水平下集成竹顺纹拉伸蠕变行为及变化规律,采用了Findley蠕变模型对蠕变曲线进行模拟;通过阶梯等温法加速蠕变试验,对集成竹顺纹拉伸长期蠕变行为进行了加速表征,构建了跨度 50年的蠕变主曲线.结果表明:不同应力水平下,集成竹拉伸蠕变曲线具有初始蠕变和稳态蠕变两个阶段;集成竹拉伸蠕变行为符合线性黏弹性,在任意时刻,其蠕变变形基本与应力水平成正比;根据蠕变主曲线,在 60%极限荷载下,集成竹约在 104天发生蠕变断裂,呈现脆性破坏形态;Findley蠕变模型不仅能较好地模拟集成竹短期拉伸蠕变行为,其外推结果与加速蠕变试验所得主曲线吻合良好.基于上述试验结果与分析,建立了考虑材料蠕变效应的等时应力-应变曲线,进一步讨论了针对不同设计使用年限的集成竹弹性模量调整系数,并与GB/T 50005-2017《木结构设计标准》建议值进行了对比.
The tensile creep behavior of glued laminated bamboo was experimentally studied by the conventional creep test with a time duration of 500 h.The Findley creep model was used to fit the creep curves.The accelerated test using the stepped isothermal method(SIM)was applied to characterize the long-term tensile behavior of glued laminated bamboo.The SIM master curves display the creep characteristics of several decades beyond the test duration.The results show that the tensile creep curve of glued laminated bamboo has two stages under different stress levels:The primary and the secondary creep stages.The tensile creep behavior of glued laminated bamboo conforms to linear viscoelasticity,and its creep deformation is proportional to the stress level at any time.When the stress level is high(reaching 60%of the ultimate strength),the glued laminated bamboo undergoes creep fracture,presenting a brittle failure mode.The Findley creep model can well fit the short-term tensile creep behavior of glued laminated bamboo,and its extrapolation agrees well with the SIM creep master curve.Based on the test results and analysis,the isochronous stress-strain curves were established.The coefficient of elastic modulus of laminated bamboo for different design service life was further discussed and compared with the recommended values in GB/T 50005-2017 standard for design of timber structures.

glued laminated bambootensile creepaccelerated creep testingcreep curveFindley creep model

刘燕燕、盛宝璐、黄东升、王文蹈、张锟

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南京林业大学 国家工程中心,南京 210037

金陵科技学院 建筑工程学院,南京 211169

南京林业大学 土木工程学院,南京 210037

集成竹 拉伸蠕变 加速蠕变试验 蠕变曲线 Findley蠕变模型

国家自然科学基金国家自然科学基金

5200821251978338

2024

复合材料学报
北京航空航天大学 中国复合材料学会

复合材料学报

CSTPCD北大核心
影响因子:0.933
ISSN:1000-3851
年,卷(期):2024.41(2)
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