Application of ESPI in displacement measurement of bond area between FRP and concrete

1、

Using PLC to realize automation of 10 kV distribution network in Guangzhou bond area

广州保税区10kV配电自动化的PLC实现

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2、

According to the test data, shearing intensity and fracture of bond interface, strain of CFRP sheet are related to concrete behavior and bond area of CFRP sheet.

结论实验结果表明，CFRP与混凝土粘结界面的抗剪强度、开裂过程以及CFRP布的应变与混凝土本身的性能以及CFRP粘结面积密切相关。

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3、

The results indicated that smaller bond area will not make the stress distribution more rational.

结果表明：减小模型粘结面积不会对模型的应力分布模式有明显的优化作用。

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4、

Based on the physiology of bone remodeling, a mechanical-biological factor coupled computational model at Basic Multicellular Units ( BMUs) level was put forward, which can describe the osteoporotic process of cancellous bond with time course.

根据骨重建的生理过程，在基本多细胞单位（BMUs）层次建立了一个力学因素和生物学因素耦联的，带有时间历程的松质骨骨质疏松过程计算模型。

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5、

The first parts use large amount of development of data analyzing Chinese corporate bond marketplace course and current situation.

第一个部分用大量的数据分析了中国公司债券市场的发展历程和现状。

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6、

This paper focuses on bond failure modes, failure mechanics, factors influencing bond behavior, bond shear stress-slip relationship.

研究内容包括：粘结破坏模式、破坏机理、粘结性能影响因素、粘结剪应力&滑移关系等。

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7、

At present, there is only numerical analysis method through iteration to get the bond failure load, but it's time consuming.

目前只有通过数值法反复试算，但计算工作量较大。

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8、

There was a significant statistical difference between the two bond failure rates ( P < 0.001).

复合树脂粘接剂粘接的托槽脱落率为9·4%，两者差异有极显著的统计学意义（P<0·001）。

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9、

Probing to Issue of Bond Failure Existing in Fibre Reinforced Polymers Used for Strengthening

复合材料加固技术中粘结破坏问题的探析

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10、

The Study of Bond Failure Load of Near Surface Mounted CFRP Plate to Concrete

混凝土表层嵌贴CFRP板条的极限粘结承载力分析

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11、

The bond failure rate and the adhesive remnant index were calculated.

计算托槽脱落率和粘接材料残留指数。

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12、

It's important to get the bond failure load.

如何求得此种剥离破坏的极限粘结承载力至为重要。

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13、

Experimental study on splitting bond failure and development length of reinforcing bars in reinforced concrete beams

钢筋混凝土梁中劈裂粘结破坏及钢筋延伸长度的试验研究

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14、

The use of shear studs on the steel could avoid the bond failure.

在钢骨上焊接栓钉的构造措施可避免粘结破坏。

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15、

The Theoretic Root to Bond Stress Between Reinforced Bar and Concrete and its Application

钢筋锚固段粘结应力的理论解及其应用

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16、

Study on methods to establish constitutive relationships of the bond stress and relative slip

钢筋混凝土粘结滑移本构关系建立方法的研究

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17、

Key parameters measured are bond stress and slip between structural steel and concrete.

测量的关键参数是型钢与混凝土之间的粘结应力和滑移。

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18、

Test and research on distribution of bond stress of reinforcement and grout concrete

灌孔混凝土与钢筋粘结应力分布的试验研究

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19、

Test Research of bond stress and bond strength of insert rebar

种植钢筋粘结应力与粘结强度试验研究

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20、

Tests and research on distribution of bond stress between bar and mortar

砌块专用砂浆与钢筋的粘结应力分布的试验研究

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