1) unbonded prestressing CFRP tendons
无粘结预应力碳纤维筋
1.
The flexural behavior of partially prestressed concrete beams with unbonded prestressing CFRP tendons and epoxy coated steel bars is investigated,and the full-range tests are loaded for 8 beams until the failure.
在实测碳纤维筋应力增量的基础上,提出了无粘结预应力碳纤维筋极限应力的经验计算公式,给出了碳纤维筋无粘结部分预应力混凝土梁的短期刚度及裂缝宽度的算法。
2) unbonded tendons
无粘结预应力筋
1.
Effects of corrosion of the unbonded tendons on the mechanical behavior of the tendons and bearing capability of the structure are discussed.
无粘结预应力混凝土结构的耐久性问题是无粘结预应力结构使用的关键问题,但是目前对无粘结预应力筋的防腐蚀研究还不完善,有待于深入和发展。
2.
The embedment of unbonded tendons,the calculation of elongation value,the key points in construction of swimming anchor angle tension and so on are introduced,providing a reference for relevant construction.
详细介绍了无粘结预应力筋的预埋方法、伸长值的计算方法以及游动锚变角张拉的施工要点等,为相关施工提供了参考。
3) unbonded prestressed tendons
无粘结预应力筋
1.
Characteristics and applications of equivalent loads in unbonded prestressed tendons;
无粘结预应力筋等效荷载的特性与应用
4) carbon fiber-reinforced polymer/plastic tendon
预应力碳纤维塑料筋
5) un-adhered prestressed concrete
无粘结预应力钢筋砼
1.
The construction technology of un-adhered prestressed concrete of the middle sediment pond at the Herdongs sewege plant;
污水处理厂中沉池无粘结预应力钢筋砼的施工方法探讨
6) unbonded prestressed CFRP tendon
无粘结预应力CFRP筋
补充资料：聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)
聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)
carbon fibre reinforcements made of polyacrylonitrile
佩八饰”.限沂维用通体carbon fibre reinforce.ments made of polyaerylonitrile以聚丙烯睛纤维为原料制成的、角于复合材料中起承载增强作用和改善性能的碳纤维(见朵丙烯睛碳纤维).
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条