The steps of assuring the quality of hoop close of frame beam nodes;
保证框架梁柱节点区柱箍筋加密质量的措施
By means of simulating cross-sectional moment-curvature relations of 10 reinforced concrete columns, the predictions of six hoop-confined concrete models are compared with experimental results, showing that the SR model is more accurate than the others for members under compression and moment.
通过对1 0根钢筋混凝土柱截面弯矩曲率关系的仿真分析,比较了6种箍筋约束混凝土模型在压弯条件下试验结果的预测能力,结果表明SR模型最准
The results show that there is the influence of the flank and the hoop and the arch to the ultimate bearing capacity of the weakened section of the joint.
通过对比研究,探讨板、箍筋及拱的作用对混凝土极限承载力的影响。
Analysis on shearing capacity of concrete beams with corroded stirrups;
锈蚀箍筋混凝土梁的抗剪承载力分析
Influence of the stirrup on corrosive expanding of the concrete building units;
箍筋对混凝土构件锈胀开裂影响分析
Experimental tests on six slab-column connections with cross-shaped section columns, (three without shear reinforcement, and the remainders with stud shear reinforcements or stirrups) and two relative slab-column connections with square columns were carried out to research into the punching shear of the connections strength and compare the punching shear strength of stud and stirrups.
进行了6个十字形柱-板柱连接(其中3个未配置、3个配置了抗冲切锚栓或箍筋)和2个对比方柱-板柱连接的冲切试验,研究了异形柱-板柱连接的冲切受力特性,同时将锚栓和箍筋的抗冲切性能进行了对比。
The effect of stirrups in concrete structure holds the balance, and it has large influence on the performance of structure after corrosion.
箍筋在混凝土结构中的作用举足轻重,箍筋锈蚀后对结构性能影响较大。
Considering the change of the spacing and diameter of stirrups,a corrosion-induced cracking module for concrete members is built by ANSYS.
利用有限元软件ANSYS建立考虑箍筋间距、直径变化的钢筋混凝土构件锈胀裂分析模型,研究箍筋对纵筋锈蚀导致钢筋混凝土构件保护层胀裂的影响。
It is proved that the bearing capacity can increase by 15 %～20 % because of the effects of the hoop reinforcement.
实例证明箍筋能使承载力提高15%~20%.
SECOND STEP PROCESSING METHOD OF 135 DEGREE CLASP AT THE STIRRUP TIP
箍筋末端135度弯钩二次就位法讨论
Experimental study on shear behavior of high-strength concrete beams with high-strength stirrups
高强箍筋高强混凝土梁受剪试验研究
Effect of the Stirrup on Cracking of Concrete Cover Due to Reinforcement Corrosion
箍筋对混凝土保护层锈胀开裂的影响
Experimental study on masonry of reinforced block with axial load
内置箍筋砌块砌体轴压力学性能试验
On the Part-bearing of Longitudinal & Hoop Bars in Columns Substituting for the Reinforced Net in Anchor Areas;
论用柱中纵筋和箍筋代替锚固区钢筋网片局部承压
Shear Properties and Finite Element Analysis of Reinforced Concrete Beams with High-strength Stirrups;
高强箍筋混凝土梁受剪性能研究及有限元分析
Experimental Study on Mechanical Behavior of Diagonal Section of Reinforced Concrete Beams with HRB500 Stirrups;
HRB500级箍筋混凝土梁斜截面受力性能试验研究
Research on Reinforced Concrete Beam with High-Strength Stirrup under Uniform Load;
均布荷载下高强箍筋混凝土梁抗剪性能研究
Research on Galvanic Corrosion Mechanics of Stirrups in Concrete Structure;
混凝土结构中箍筋的电偶腐蚀机理研究
SHEAR CARRYING CAPACITY OF CONCRETE FRAME COLUMN WITH S-CLIP OVERLAPPING HOOPS
S-Clip复合箍筋混凝土框架柱的斜截面承载力
Ring Type Stirrups Welded High-strength Concrete Columns Experimental Study of Large Eccentric
焊接环式箍筋高强砼大偏心受压柱试验研究
EXPERIMENTAL RESEARCH ON SHEAR BEHAVIORS FOR RC BEAM WITH PRE-STRESSED STIRRUPS
预应力箍筋加固RC梁受剪性能试验研究
Experimental Study on Shear-Bearing Capacity of Simple Supported Beam with High-Strength Stirrup Reinforced Concrete
高强箍筋混凝土简支梁抗剪承载力试验研究
Experimental investigation of widths of diagonal crack in concrete beams with high-strength stirrup
高强箍筋混凝土梁斜裂缝宽度试验研究
Study on the Shear Performance of Castellated Beam-Welding Ring Stirrup Column Joint
蜂窝梁-焊接环式箍筋柱节点抗剪受力性能
FRACTAL CHARACTERISTICS OF CRACK DISTRIBUTION OF CONCRETE BEAMS WITH HIGH STRENGTH STIRRUP
高强箍筋混凝土梁裂缝分布的分形特征
Quasi-Static Experiments of Steel-Concrete Composite Joints of Castellated Beams with Welded Compound Stirrup
焊接复合箍筋柱蜂窝梁组合节点的拟静力试验