1.
Experimental Investigation of the Bonded Rebar Anchorage Properties of Cement Based Inorganic Anchoring Material;
水泥基无机粘结材料植筋粘结锚固性能研究
2.
Tests and Research on Bond Behavior between Steel Bar and Recycled Aggregate Concrete;
再生混凝土粘结锚固性能的试验研究
3.
EXPERIMENTAL STUDY ON BOND ANCHORAGE PROPERTIES OF HRBF500 STEEL BARS IN CONCRETE
HRBF500钢筋粘结锚固性能的试验研究
4.
Experimental study on performance double adhesive anchors for strengthening concrete structure
混凝土结构的双筋粘结锚固性能试验研究
5.
Comparative Experimental Study of Bond-Anchorage Properties for Anchorage Bars by Chemistry Adhesive under the Monotonous and Repeated dynamical Loads
建筑结构胶植筋粘结锚固性能的对比试验研究
6.
Experimental study on the factors influencing the anchorage performance of planting reinforcing bar
影响植筋粘结锚固性能主要因素的试验研究
7.
Bond Anchorage Performance of Spirally Twisted Bar with Different Cross-section
不同截面螺旋扭状钢筋的粘结锚固性能
8.
Tests and Research on Bond Behavior between Deformed Bar and Lightweight Concrete;
陶粒混凝土与钢筋粘结锚固性能的试验研究
9.
The Experiment Study on Bonded Anchor Behavior of Planted Bar and Reliability Analysis;
植筋粘结锚固性能的试验研究及可靠度分析
10.
Influence analysis of the reinforcement and concrete performance on bond-anchorage
钢筋与混凝土的性能对粘结锚固的影响分析
11.
Study on Anchorage Properties of Bundled Bars in Reinforced Concrete Beams
钢筋混凝土并筋梁的粘结锚固及受力性能研究(英文)
12.
Experimental Investitation on Bond Properties between CRC and Bars and Pilot Study on CRC Structures;
CRC与钢筋粘结锚固性能的试验研究及CRC构件受力探讨
13.
The anchorage of the high side-slope of Three Gorges Ship Lock and the development of new non-bonded anchorage cable
三峡船闸高边坡锚固及新型无粘结锚索开发
14.
Study on the Constitutive Model for Bond Failure of Pre-Stressed Cable Bolt;
预应力锚索锚固段粘结破坏本构模型研究
15.
Contrastive Study of Sectionalized and Wholly Grouted Anchor Load Transfer Machanism
多段型与全长粘结型锚杆锚固机理的对比研究
16.
Uplift Capacity of Plate Anchors in Normally Consolidated Clay;
正常固结粘土中平板锚抗拉力的研究
17.
The distribution model of bond stress over the splice length is developed.
建立了粘结应力沿锚固长度的分布模式。
18.
Behavior of FRP-To-Concrete Bonded Joints with Anchorage End;
一端锚固的FRP-混凝土粘结接头的力学行为