Through bending experiment, adhesive materials failure point and load of toughened and not toughened samples are analyzed and the toughening modification of adhesive materials can improve the adhesive properties between CFRP and concrete.
通过弯曲试验,分析粘结材料增韧前后弯曲试件的破坏特点和破坏载荷,得出对粘结材料进行增韧改性可以提高CFRP与混凝土的粘结性能。
This predictive method is introduced detailedly. 2 、 The initiation and propagation of fibre damage, matrix cracking, delamination and adhesive failure of repaired composite laminates as well as coupling effect among them is investigated.
对该方法作了详细介绍。2、对楔形修补层合板的纤维断裂、基体开裂、层间分层以及胶层脱胶等损伤的萌生和扩展以及它们之间的耦合作用进行了研究。
The bond failure rate and the adhesive remnant index were calculated.
计算托槽脱落率和粘接材料残留指数。
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