Research on design of the bond-anchorage of unbent steel bar of the beam-column joints of high strength concret;
高强混凝土梁柱节点直通钢筋粘结锚固
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
On bond-anchorage of steel bar and concrete and its mechanism
钢筋与混凝土的粘结锚固及机理
After analyzing both the reliability of pulling out bond specimens of 166 cold rolled and twisted bars and the testing results of anchoring 17 beams,the bond and anchorage lengh of bars and design suggestions are given out in this paper They provide theoretical and experimental data for compiling industrial standard“Specification of Concrete Structures with Cold rolled and Twisted Bars
通过对１６６个冷轧扭钢筋混凝土拉拔试件和１７根梁粘结锚固试验结果的可靠度分析，得出了冷轧扭钢筋的基本锚固长度以及相应的设计建议，为编制行业标准《冷轧扭钢筋混凝土结构技术规程》提供了理论和试验依据，有关成果已被该《规程》采纳。
The main influences on bond anchorage performance are discussed as well.
对112个拉拔试件进行了单调加载下的拔出试验研究,分析了3种新型高强预应力钢筋的外形特征,通过拉拔试验,探讨了其与混凝土的粘结锚固特性和受力破坏全过程,研究了影响粘结锚固性能的主要因素,并统计回归了高强预应力钢筋的锚固强度计算公式。
Experimental study on the anchorage bond of exterior beam column joints;
钢筋混凝土框架边节点粘结锚固试验研究
By means of experimental study on the concrete structure with coldrolled and twisted bars, ribbed bars and round bars respectively, the distinguishing features of the mechanics and anchorage bond properties of coldrolled and twisted bars were demonstrated.
进行了冷轧螺旋扭状钢筋、带肋钢筋及光圆钢筋等3种钢筋混凝土构件的力学性能和钢筋与混凝土粘结锚固性能的对比试验。
The paper tests the mechanical properties and anchorage bond performance of HRB400(Ⅲ)thin diameter steel bars in period of before and after straightened.
以HRB400级钢筋中的细直径钢筋为研究对象,对其调直前后的力学性能和粘结锚固性能进行了试验,通过对实验结果的分析,得出调直后的钢筋各性能指标均有降低,但仍满足标准规范的规定,工程应用时,可不考虑调直对HRB400级细直径钢筋力学性能的影响,但调直对钢筋的粘结锚固性能影响较明显,工程中应予以考虑。
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
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
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
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
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
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
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
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
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
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
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)
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
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
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
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
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
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。
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