自行设计了异形钢纤维与混凝土粘结强度试验方法。
The experiment methods of the bonding strength between deformed steel fiber and concrete was self-designed.
分析异形钢纤维在拔出过程中的耗能能力及其影响因素。
Analyze the dissipated energy during the pulling out and the factors of it.
论述了约束成形剪切法加工异形钢纤维的原理和剪刀片的磨损机理。
This paper discusses the processing principle for the varied shape steel fibers by restrained shaping shear method and the wear mechanism for shear bits.
根据试验结果分析异形钢纤维增韧效应,探讨异形钢纤维的增韧机理。
Basing on the experiment results, analyze the toughening effect of deformed steel fiber and probe into the bond mechanism of it.
针对不同种类异形钢纤维进行了弯曲韧性、断裂韧性、立方体抗压强度等试验。
Experiments on bending toughness, breaking toughness and cube strength test results are carried out in connection with various kind of deformed steel fiber.
针对不同种类异形钢纤维进行了弯曲韧性、断裂韧性、立方体抗压强度等试验。
Experiments on bending toughness, breaking toughness and cube strength test results are carried out in connection with various kind of deformed steel fiber.
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