摘要
参照德国混凝土标准(DBV)对纤维混凝土试验梁弯曲韧性进行研究。在此基础上统计分析了钢纤维在混凝土试验梁破坏截面的分布及其对弯曲性能的影响。结果表明:对于相同掺量的钢纤维混凝土梁,纤维在破坏截面的分布有较大的离散;韧性总体上随纤维掺量的增加呈增大趋势,但也存在纤维掺量较高但截面纤维根数较低且韧性较低的试验梁;通过对统计数据进行线性回归,建立纤维掺量与单位面积纤维根数的函数关系,预测不同纤维掺量时破坏截面的纤维根数。试验表明,与纤维掺量相比,纤维分布是影响梁弯曲韧性更为直接的因素。
Based on the investigation on the flexural toughness according to DBV,it was analysed the steel fiber distribution in the cross-section of testing beams.The results indicated that steel fiber distribution in the failure section could have a high scatter for different beams with the same fiber content;the relationship between the fiber content and fiber number per unit cross-sectional area was established by the linear regression of the statistical data,which could predict the fiber number at the damaged section in case of different fiber content.The test results showed that the toughness of the beam could be significantly affected by the fiber distribution in the cross section.
出处
《工业建筑》
CSCD
北大核心
2013年第2期104-109,共6页
Industrial Construction
基金
国家自然科学基金项目(51078058)
关键词
弯曲韧性
纤维分布
纤维根数
纤维间距
flexural toughness
fiber distribution
fiber number
fiber distance
