粘结滑移性能,bond-slip behaviors
1)bond-slip behaviors粘结滑移性能
1.In this paper, the experimental researches onbond-slip behaviors of steel reinforced concrete, at home and aboard are reviewed.首先,阐述了型钢混凝土粘结滑移性能研究的主要问题及理论和实际意义;其次,介绍了型钢混凝土粘结滑移的基本概念、基本方程、基本机理及相关理论,并详尽概括了型钢混凝土粘结滑移性能研究的发展和已有成果,对现有研究的不足以及亟待解决的问题和研究前景进行了分析和总结。
2.Based on the former experiment researches ofbond-slip behaviors of Steel Reinforced Concrete, the status quo of study on bond-slip of SRC structures was introduced in general.根据国内外对型钢混凝土粘结滑移性能的试验研究 ,综合概括了国内外对型钢混凝土粘结滑移性能研究的发展及现状 。
英文短句/例句
1.Numerical Simulation on the Bond-slip Behavior of Steel Reinforced Concrete;型钢混凝土粘结滑移性能的数值模拟
2.EXPERIMENTAL RESEARCH ON BOND-SLIP PERFORMANCE OF GFRP REBAR WITH CONCRETEGFRP筋与混凝土粘结滑移性能试验研究
3.Study on Compositing Mechanical Performance and Bond-Slip Performance of Concrete Filled Steel Tube;钢管混凝土组合力学性能及粘结滑移性能研究
4.Study on the Bond-Slip Properties of Steel Reinforced Concrete Eccentric Loading Columns and Its Application;型钢混凝土偏压柱粘结滑移性能及应用研究
5.Experimental Research on Bond-slip Behavior between Steel and Concrete in Concrete Filled Square Steel Tube Structure;方钢管混凝土粘结滑移性能的试验研究
6.Study on the Bond-slip Performance and Load-transfer Mechanism of Bonded Rebars System;植筋系统粘结滑移性能及受力机理研究
7.Study on the Bond-Slip Properties in Steel Reinforced Concrete Special-Shaped Columns;型钢混凝土异形柱的粘结滑移性能研究
8.Experimental Study and Basic Theory Analysis on Bond-Slip Behavior between Steel Shape and Concrete in Steel Reinforced Concrete Structures;型钢混凝土结构粘结滑移性能试验研究与基本理论分析
9.Experimental Study and Finite Element Analysis of Bond-Slip between Circular Steel Tube and Concrete;圆钢管混凝土粘结滑移性能的试验研究及有限元分析
10.Experimental Study on Shear Bond-Slip Behavior of Profiled Sheeting Concrete Composite Slabs;压型钢板—混凝土组合楼板剪切粘结滑移性能试验研究
11.The Effect of Shear Connector on Bond Slip Behavior of the Steel Reinforced Concrete Beam抗剪连接件对型钢混凝土梁粘结滑移性能的影响
12.Study on the Basic Theory of Bond-Slip between T Section Steel and Concrete in SRC Structures and Numerical Simulation by ANSYS ProgramT型钢与混凝土粘结滑移性能的理论分析及ANSYS程序验证
13.Test research on effects of welding temperature on bond-slip behavior and upright resistance of post-embedded bars焊接温度对植筋粘结滑移性能和抗拔力影响的试验研究
14.EXPERIMENTAL STUDY ON BOND SLIP BEHAVIOR BETWEEN SHAPE STEEL AND CONCRETE IN SRC COLUMNS UNDER CYCLIC REVERSED LOADING反复荷载下型钢混凝土柱粘结滑移性能试验研究
15.EXPERIMENTAL STUDY ON BOND-SLIP BEHAVIOR BETWEEN SHAPED STEEL AND HSHP CONCRETE IN STEEL REINFORCED HSHP CONCRETE BEAMS型钢高强高性能混凝土梁粘结滑移行为研究
16.AXIAL PULL-OUT CAPACITY AND BONDING SLIP BEHAVIOR OF CONNECTIONS BETWEEN PRESTRESSED CONCRETE PIPE PILE AND PILE CAP预应力混凝土大管桩与桩帽连接的轴拔性能和粘结滑移特性
17.Studies on Bond Slippage Relation and Anchorage Properties of FRP Tendons Concrete复合材料筋混凝土的粘结滑移关系及锚固性能研究
18.Study on Bond-Slip Behaviors between Steel Shape and HSHP Concrete in Steel Reinforced Concrete Structures;型钢与高强高性能混凝土界面粘结滑移行为研究
相关短句/例句
Shear-bond slip behavior剪切粘结滑移性能
3)sticking-sliding粘结-滑移
1.The Coulomb friction model andsticking-sliding friction model were built up respectively on the tool-chip interface.基于更新的拉格朗日方程,模拟了高速条件下金属正交切削的加工过程,并在刀-屑接触表面上分别建立了库仑摩擦模型和粘结-滑移摩擦模型,通过将切削力、吃刀抗力、切屑厚度和刀-屑接触长度的模拟预测值与相关文献的试验结果比较表明,粘结-滑移摩擦模型更符合实际的摩擦模型,即在金属切削过程中,刀-屑接触表面上同时存在滑移摩擦和粘结摩擦。
4)bond slip粘结滑移
1.Rotation curvature analysis of SRC member with regard to thebond slip relationship;考虑粘结滑移的型钢混凝土构件转角—曲率关系分析
2.according to the experimental results aboutbond slip FRP bars and concrete around the world,the studying and present status ofbond slip mechanism are introduced.根据国内外关于FRP筋混凝土粘结性能的试验研究成果,介绍了FRP筋混凝土粘结滑移性能的研究发展和现状,详尽概括了FRP筋锚固长度和粘结滑移本构关系的研究成果,对现有研究的不足以及亟待解决的问题进行了综合分析和比较,讨论了FRP筋与混凝土粘结性能研究的思路。
3.The wholebond slip curve and bond stress d.采用了连续自动的采集方式,测出了较完整的粘结滑移曲线以及粘结应力沿埋长的分布。
5)bond and slip粘结滑移
1.Thusly, a new embedded combined element is developed, which can not only simulate thebond and slip between reinforcement and concrete, then get a re.该模型既能模拟钢筋与混凝土之间的粘结滑移,较正确地得到裂缝分布与裂缝宽度,又能使混凝土网格划分不受钢筋位置的影响。
2.Based on the equilibrium of static forces and coordination of deformations,with considering the effects of bond strength variation and crack width development at different stress stage of reinforcement in tension cracks,the average stress strain relationship of unanchored zone of RC structure underbond and slip action has been derived.根据静力平衡和变形协调,针对受拉裂缝处钢筋的不同应力阶段分别考虑粘结强度变化和裂缝宽度发展的影响,推导了钢筋混凝土结构非锚固区段在粘结滑移作用下的平均应力—应变关系。
6)bond-slip粘结滑移
1.Research on thebond-slip behavior and numerica simulation of steel reinforced concrete columns;型钢混凝土柱粘结滑移的数值模拟
2.Summarized review of thebond-slip problems of concrete filled steel tubes(CFST);钢管混凝土粘结滑移问题综述分析
3.An experimental study on thebond-slip behavior of corroded steel bars in concrete under dynamic loads;动荷载下锈蚀钢筋混凝土粘结滑移特性的试验研究
延伸阅读
不锈钢的物理性能、力学性能和耐热性能不锈钢的物理性能 不锈钢和碳钢的物理性能数据对比，碳钢的密度略高于铁素体和马氏体型不锈钢，而略低于奥氏体型不锈钢；电阻率按碳钢、铁素体型、马氏体型和奥氏体型不锈钢排序递增；线膨胀系数大小的排序也类似，奥氏体型不锈钢最高而碳钢最小；碳钢、铁素体型和马氏体型不锈钢有磁性，奥氏体型不锈钢无磁性，但其冷加工硬化生成成氏体相变时将会产生磁性，可用热处理方法来消除这种马氏体组织而恢复其无磁性。 奥氏体型不锈钢与碳钢相比，具有下列特点： 1）高的电阴率，约为碳钢的5倍。 2）大的线膨胀系数，比碳钢大40％，并随着温度的升高，线膨胀系数的数值也相应地提高。 3）低的热导率，约为碳钢的1/3。 不锈钢的力学性 不论不锈钢板还是耐热钢板，奥氏体型的钢板的综合性能最好，既有足够的强度，又有极好的塑性同时硬度也不高，这也是它们被广泛采用的原因之一。奥氏体型不锈钢同绝大多数的其它金属材料相似，其抗拉强度、屈服强度和硬度，随着温度的降低而提高；塑性则随着温度降低而减小。其抗拉强度在温度15~80°C范围内增长是较为均匀的。更重要的是：随着温度的降低，其冲击韧度减少缓慢，并不存在脆性转变温度。所以不锈钢在低温时能保持足够的塑性和韧性。 不锈钢的耐热性能 耐热性能是指高温下，既有抗氧化或耐气体介质腐蚀的性能即热稳定性，同时在高温时双有足够的强度即热强性。 不锈钢国际标准标准 标准 标准名 GB 中华人民共和国国家标准（国家技术监督局） KS 韩国工业标准协会规格Korean Standard AISI 美国钢铁协会规格America Iron and Steel Institute SAE 美国汽车技术者协会规格Society of Automative Engineers ASTM 美国材料试验协会规格American Society for Testing and Material AWS 美国焊接协会规格American Welding Society ASME 美国机械技术者协会规格American Society of Mechanical Engineers BS 英国标准规格British Standard DIN 德国标准规格Deutsch Industria Normen CAS 加拿大标准规格Canadian Standard Associatoin API 美国石油协会规格American Petroleum Association KR 韩国船舶协会规格Korean Resister of Shipping NK 日本省事协会规格Hihon Kanji Koki LR 英国船舶协会规格Llouds Register of Shipping
