anchorage bond stress

英式音标：[ˈæŋkərɪdʒ bɔnd stres]

美式音标：[ˈæŋkərɪdʒ bɑnd strɛs]

词汇分类：建筑专业词汇

词义：

释义

锚固粘结应力；

用法：

权威例句

Effect of mix proportion and reinforcement size on the anchorage bond stress of laterized concrete

End anchorage and bond stress in prestressed concrete

USE OF BOND STRESS-SLIP DATA FOR STUDYING THE EFFECT OF HIGH TEMPERATU RES ON THE BOND IN THE ANCHORAGE ZONE OF REINFORCED CONCRETE ...

Anchorage length and bond stress-slip model of an untensioned wire strand placed at the interface between a half-PC beam and topping...

Bond Stress for the Second Debonded Interface of Anchorage Type Structures under Plane Strain Condition

Empirical Analytical Modelling of Average Bond Stress and Anchorage of Tensile Bars in Reinforced Concrete

Analytical Modelling of Average Bond Stress within the Anchorage of Tensile Reinforcing Bars in Reinforced Concrete Members

Interface Shear Stress Analysis of Bond FRP Tendon Anchorage under Different Boundary Conditions

Local Bond Stress-Slip Model for R/C Joints and Anchorages with Modera...

Local Bond Stress-Slip Model for R/C Joints and Anchorages with Moderate Confinement

造句：

1. Results indicate that the ultimate bond stress between bars and RPC decreases with the increase of bar diameter or with anchorage length when bar diameter is the same.

研究表明：活性粉末混凝土与钢筋的极限粘结应力随着钢筋直径的增加而下降，钢筋直径相同时随着锚固长度的增加而降低。

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2. The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.

提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。

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3. In this paper, bond and anchorage stress conditions between concrete and high-strength smooth wire for pre-tensioned concrete members are discussed.

本文讨论和分析了在先张预应力混凝土构件中混凝土和光面高强钢丝之间的握裹和锚固应力的情况。

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4. Time history curve and space curve of the dynamical strain and bond stress of insert rebar with different anchorage length and loading conditions were gained.

给出了爆炸荷载作用下锚筋动应变及动粘结应力的时程分布曲线和空间分布曲线，研究了锚长、加载速率和加载方式等各种因素的影响。

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5. The critical anchorage length and ultimate load functions are derived in response to the average bond stress.

基于所得平均粘结强度，推导了临界锚固长度和极限荷载表达式。

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6. The critical anchorage length and ultimate load functions are derived in response to the average bond stress.

基于所得平均粘结强度，推导了临界锚固长度和极限荷载表达式。

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