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本发明的效果和益处是改善纤维编织网和 混凝土粘结的强度,对混凝土结构进行限裂,使裂缝更加细密均匀。
The present invention can raise the binding strength between woven fiber net and concrete, and limit cracking in concrete for form fine, dense and homogeneous cracks.
考虑了钢筋与混凝土的粘结滑移作用,以裂缝前端应力强度因子为判据,分析了裂缝的稳定性和钢筋的限裂作用。
The studies based on the stress intensity factor of the front of crack, and the effect of bond and slip between steel and concrete were considered.
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