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anchorage behavior
相关语句
  锚固性能
     Experimental Study on Shear Strength and Anchorage Behavior of Steel Tie Bar and Expansion Bolt in Shale Perforated Brick Masonry
     页岩多孔砖砌体抗剪性能与拉结筋、膨胀螺栓锚固性能的试验研究
短句来源
     However, a few of experiments have been carried out to test the seismic behavior of these short pier shear wall exterior joints and the anchorage behavior of the beam bars reaching into the joints.
     目前国内外对短肢墙节点开展的研究工作比较少,如何对短肢墙节点进行设计,短肢墙节点的抗震性能,以及梁纵筋在短肢墙节点中的锚固性能如何没有足够的试验论证。
短句来源
     Test results indicate that the surface shape of CFRP tendon has significant effect on tendon's anchorage behavior in all 4 bond-mediums.
     结果表明:CFRP筋的表面形状显著影响其锚固性能;
短句来源
     Based on the theoretical differential equations of fiber reinforced plastic(FRP) bolts anchored in the rock,and combined with the continuous smooth bond-slip curve of FRP,the nonlinear numerical calculation method is put forward. The concerned parameters can be determined by comparing the calculating results with those of anchorage behavior tests.
     以建立的纤维增强塑料锚杆在岩土体中的粘结锚固基本方程为基础,结合纤维增强塑料锚杆的连续光滑粘结–滑移本构关系模式,提出了纤维增强塑料锚杆锚固性能分析的数值计算方法,并通过与FRP锚杆锚固试验结果对比确定有关参数。
短句来源
     NUMERICAL ANALYSIS OF ANCHORAGE BEHAVIOR OF FIBER REINFORCED PLASTIC BOLTS
     纤维增强塑料锚杆锚固性能的数值分析
短句来源
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  “anchorage behavior”译为未确定词的双语例句
     By the analysis of the influence of grout compression strength, anchorage length and bar diameter on anchorage behavior, the formulas of the characteristic strength value and characteristic slip value are attained by means of regressive equation.
     2、在确定各试件粘结力与滑移曲线各点特征值基础上,探讨灌孔混凝土劈拉强度、锚固长度、钢筋直径对粘结强度特征值及相应特征滑移值的影响,利用最小二乘法统计回归出各特征值的统计公式。
短句来源
     By the analyses of the influence of grout compression strength, anchorage length and bar diameter on anchorage behavior, the formulas of the characteristic strength value and characteristic slip value are attained by means of statistical regression.
     试验通过改变陶粒混凝土立方体抗压强度、锚固长度、保护层厚度、箍筋间距、钢筋直径等锚固条件统计回归粘结锚固的极限强度公式以及特征滑移值;
短句来源
     Based on research achievements of anchorage behavior under shear, experimental study of four chemical anchor group with different spacing and different edge distance are carried out and the behavior of shear capacity and failure mode are explored in this paper.
     本文在分析比较国内外锚栓受剪计算方法和影响因素等研究成果的基础上,从不同边距不同间距的后锚固抗剪试件入手,研究了后锚固抗剪的承载力、破坏模式等性能。
短句来源
     The influence of parameters such as bond thickness, behavior of bonded materials, strength of concrete, anchorage depth, group bar effect, on the anchorage behavior is discussed also.
     讨论了胶层体厚度、性能、混凝土强度、锚固深度、多根植筋组合效应等因素对拉拔承载能力的影响。
短句来源
     In the system of adhesive reinforcement bar and anchorage behavior,the adhesive is the critical substance to combine the steel bar and basic material.
     植筋锚固系统中,结构胶粘剂是钢筋和结构基体锚固的关键介质。
短句来源
  相似匹配句对
     The Crack Behavior of Anchorage Zone with the Internal Anchorage Tool
     锚具在构件体内的锚固区受力性能的研究
短句来源
     Nevelopment of Behavior
     行为的发育
短句来源
     BEHAVIOR OF STEEL
     杂多钨酸及其盐对碳钢的缓蚀作用
短句来源
     ANCHORAGE BEHAVIOR OF POST-EMBEDDED BARS IN CONCRETE SUBJECTED TO TENSION
     混凝土植筋锚固性能分析
短句来源
     Optimization of anchorage body
     锚杆锚固体的优化
短句来源
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  anchorage behavior
The mechanics of the anchorage behavior were observed and recorded to evaluate the manner in which the capacity of a headed bar is developed.
      


In this paper, the failure mechanism and mode of post-embedded bars in concrete subjected to tension is investigated. The ultimate anchorage strength of the bars under mixed bond-cone failure mode is analyzed. Comparison with test results is made. The influence of parameters such as bond thickness, behavior of bonded materials, strength of concrete, anchorage depth, group bar effect, on the anchorage behavior is discussed also.

研究了混凝土植筋在拉拔力作用下的破坏机理与破坏形态;分析了锥体-粘结组合破坏形态下的锚固承载能力,并与试验结果进行了比较;讨论了胶层体厚度、性能、混凝土强度、锚固深度、多根植筋组合效应等因素对拉拔承载能力的影响。

Based on the theoretical differential equations of fiber reinforced plastic(FRP) bolts anchored in the rock,and combined with the continuous smooth bond-slip curve of FRP,the nonlinear numerical calculation method is put forward.The concerned parameters can be determined by comparing the calculating results with those of anchorage behavior tests.Moreover,the numerical simulation results are contrasted with the theoretical ones,and the validity of the numerical simulation method is testified.

以建立的纤维增强塑料锚杆在岩土体中的粘结锚固基本方程为基础,结合纤维增强塑料锚杆的连续光滑粘结–滑移本构关系模式,提出了纤维增强塑料锚杆锚固性能分析的数值计算方法,并通过与FRP锚杆锚固试验结果对比确定有关参数。将数值计算结果与锚固试验结果以及理论计算结果进行了对比分析,验证了数值模拟方法的正确性。

Analysis on the test results of the anchorage behavior of expansion bolt in sintered shale porous brick wall shows that though the anchoring strengths of expansion bolts are varied at different positions,they all reach or slightly exceed the design tensile value of the bolt.This thus proves the applicability of the special expansion bolt with self-bolt effect in the porous brick masonry and relieves the doubt about the reliability of the porous brick anchorage.It is beneficial to the wide application...

Analysis on the test results of the anchorage behavior of expansion bolt in sintered shale porous brick wall shows that though the anchoring strengths of expansion bolts are varied at different positions,they all reach or slightly exceed the design tensile value of the bolt.This thus proves the applicability of the special expansion bolt with self-bolt effect in the porous brick masonry and relieves the doubt about the reliability of the porous brick anchorage.It is beneficial to the wide application of perforated brick.

对专用膨胀螺栓在烧结页岩多孔砖砌体中锚固性能的试验研究结果分析表明,虽然安装在砌体墙不同部位上的锚固力有所不同,但均能达到并略超过其产品抗拉拔力设计值,从而验证了能形成“自螺母效应”的专用膨胀螺栓在多孔砖砌体中应用的可靠性,解除了社会各界对多孔砖锚固可靠性的疑虑,有利于多孔砖的大面积推广应用。

 
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