延性纤维混凝土抗压与抗弯性能试验研究
doi: 10.13204/j.gyjz201410022
EXPERIMENTAL STUDY ON COMPRESSIVE BEHAVIOR AND FLEXURAL BEHAVIOR OF DUCTILE FIBER REINFORCED CONCRETE
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摘要: 采用正交试验方法,设计了16组延性纤维混凝土试件,通过28,56,90 d立方体抗压试验和56d抗弯试验,研究了纤维掺量、水胶比、砂胶比和粉煤灰掺量对其力学性能的影响。试验表明:1)纤维桥联作用显著提高了混凝土的抗压韧性和延性;2)粉煤灰掺量和水胶比对抗压强度影响显著,纤维掺量和砂胶比的影响较小;3)纤维掺量对抗折强度的影响较显著,粉煤灰掺量、水胶比和砂胶比对抗弯强度的影响较小,但对试件延性均有一定影响。根据正交试验结果和延性纤维混凝土配合比设计参数分析,确定了具有较高延性并保证强度的延性纤维混凝土的最优配合比。Abstract: Sixteen groups of ductile fiber reinforced concrete specimens were designed by orthogonal test method. According the 28 - day,56 - day and 90 - day cube compressive test and 56 - day bending test,the effects of factors such as fiber volume fraction,water cement ratio,sand binder ratio and content of fly ash on mechanical properties were studied. The test results indicate: 1) the compressive toughness and ductility of the concrete is improved significantly by fiber bridging effect; 2) the impact of the content of fly ash and water cement ratio on the compressive strength is very significant,while the effects of the fiber volume fraction and the sand binder ratio are little; and 3) the impact of fiber fraction on the flexural strength is very significant,while amount of fly ash,water cement ratio and sand binder ratio are less,which have some effects on the ductility of the specimen. The optimal mixing ratio of ductile fiber reinforced concrete with certain strength and higher ductility are determined based on orthogonal experiment results and analysis of the mix design parameters.
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