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1)  reinforced concrete members under torsion
钢筋混凝土受扭构件
2)  RC member in bending
钢筋混凝土受弯构件
1.
According to the quantities of experimental results, the failure form, symbol of ultimate bearing capacity and limit estimation of RC member in bending retrofitted with different FRP reinforcement are discussed.
根据用不同纤维材料(布、板)加固的钢筋混凝土受弯构件的大量试验结果,对其失效形式、承载力极限标志、界限判别进行了讨论。
3)  reinforced concrete members
钢筋混凝土构件
1.
Influence of the reinforcement corrosion to the shear capacity of the reinforced concrete members;
钢筋锈蚀对钢筋混凝土构件承载力的影响
2.
In fires,determination of the temperature field of reinforced concrete members is not only a basis for analyzing mechanical properties of the members at high temperature,but also a basis of constituting rehabilitation schemes of the structures after fires.
在火灾作用下,钢筋混凝土构件温度场的确定不仅是构件高温力学性能分析的重要前提,也是制定灾后结构修复加固方案的重要依据。
3.
A new nonlinear analysis method is developed for torsion of reinforced concrete members based on fixed-angle softened truss model,which assumes the cracks to be oriented in the principal compression direction of the externally applied stresses.
在固定角软化桁架模型的基础上,提出了钢筋混凝土构件在纯扭作用下的非线性分析方法。
4)  reinforced concrete member
钢筋混凝土构件
1.
Evaluation of reinforcement corrosion in reinforced concrete member by half-cell potential method;
用半电池电位评估钢筋混凝土构件中钢筋腐蚀状态
2.
Crack width calculation methods of reinforced concrete member based on ANSYS;
基于ANSYS的钢筋混凝土构件裂缝宽度计算方法
3.
The mechanical property deterioration of reinforced concrete members due to steel corrosion is analyzed.
在分析钢筋锈蚀造成钢筋混凝土构件力学性能退化的基础上,根据海港码头混凝土构件中钢筋锈蚀规律及混凝土保护层锈胀裂缝宽度与钢筋锈蚀深度的关系,建立了混凝土保护层锈胀开裂前和锈胀开裂后现役海港码头钢筋混凝土受弯构件承载力评估模型,可为现役海港码头钢筋混凝土结构耐久性评估及构件修复决策提供理论依据。
5)  RC component
钢筋混凝土构件
1.
Through adopting the sticking CFRP,the sticking steel plating and chemical anchor bolt implanting technical methods,the RC components are reinforced,and the security,the validity and the economy of this method for reinforcing the RC.
通过采用粘贴碳纤维、粘贴钢板和植化学锚栓工艺方法加固了钢筋混凝土构件,并在实际使用过程中验证了该方法对于加固构件的安全性、有效性和经济性。
2.
This paper introduces the test study and theory analysis on improving the blast-resistant behavior of RC component with CFS material,providing a reference for the anti-terrorism design of the buildings in this country.
通过结构加固可提高钢筋混凝土构件的抗爆性能,减少由于爆炸恐怖活动造成的建筑物连续倒塌以及建筑物的爆炸碎片的危险性。
6)  reinforced concrete component
钢筋混凝土构件
1.
Research of concrete carbonation regularity of reinforced concrete component;
钢筋混凝土构件碳化规律研究
2.
This paper analyses the hysteretic characteristics, effective factors and reduction measures of reinforced concrete component, which provides theory basis for practice designers.
本文从理论上分析了钢筋混凝土构件的滞变特性、影响因素及其减少措施,对实际设计者提供了理论依据。
3.
According to the purely torsion mechanics characteristic of reinforced concrete component with rectangular section,the reinforced concrete component,loading plan and test plan were designed and has been carried out in the experimental teaching practice.
根据矩形截面钢筋混凝土构件受纯扭的力学特性,设计了钢筋混凝土受扭构件、纯扭加载方案和测试方案,并在实验教学中进行了实践。
补充资料:采用滑模工艺建造钢筋混凝土烟囱


采用滑模工艺建造钢筋混凝土烟囱


  采用滑模工艺建造钢筋混凝土烟自
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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