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full tension
相关语句
  张力状态
     The number of melting peaks was increased from 1 to 2 with the increase of draw ratio after heat treatment under relaxation and from 1 to 3 after heat treatment under partial tension or full tension.
     随着拉伸倍数提高,纤维经松弛状态下热处理后,其熔融峰数目由1个变为2个; 而经部分张力和张力状态下热处理后,其熔融峰数目均由1个变为3个。
短句来源
  “full tension”译为未确定词的双语例句
     Study on One?time full Tension Model Test of Tied Arch Prestressed Concrete Rigid Suspension Cable of Taizhou Bridge
     泰州大桥系杆拱预应力刚性吊杆一次张拉模型试验研究
短句来源
     Replacement for Explosive Compressed Connectors of Conductor with Pre-twisted Wire under Full Tension
     全张力预绞丝修复导线爆压接头
短句来源
     Based on the results of construction simulation,a scheme to apply the full tension in one single operation is proposed,and the measurement data during tensioning of the cables are analyzed.
     根据施工过程仿真分析结果,提出对拉索一次性张拉到位的张拉方案,并对张拉期间的各项测试结果进行分析。 通过本试验桥的研究,基本解决CFRP拉索在中等跨径斜拉桥中应用的设计和施工方面的问题。
短句来源
  相似匹配句对
     His novel was full of artistic tension .
     他的小说在艺术上充满了张力。
短句来源
     full mother
     全职妈妈,精彩每一天
短句来源
     On Full Disclosure
     论充分披露
短句来源
     Tension in Artwork
     浅谈张力在美术作品中的作用
短句来源
     On Aesthetic Tension
     试论审美张力
短句来源
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  full tension
Each cycle shall include a full tension and full compression excursion to the prescribed deformation.
      


The main span of Taizhou Bridge is a through tied arch.Study on the design of the suspension cable and one-time full tension construction technology of prestressed concrete rigid suspension cable are carried out to meet the need of Yinjiang River Project.In order to ensure the construction safety & quality and to meet the requirement of the design, a model test on the suspension cable tension is undertaken first, and the ...

The main span of Taizhou Bridge is a through tied arch.Study on the design of the suspension cable and one-time full tension construction technology of prestressed concrete rigid suspension cable are carried out to meet the need of Yinjiang River Project.In order to ensure the construction safety & quality and to meet the requirement of the design, a model test on the suspension cable tension is undertaken first, and the technical result is used to guide the on?site construction of the bridge.

泰州大桥主孔是一座下承式系杆拱桥 ,为满足引江河工程进度的需要 ,对吊杆进行了设计研究 ,采用了预应力刚性吊杆一次张拉完成的施工工艺。为确保施工安全和质量 ,达到设计要求 ,进行了室内吊杆张拉模型试验 ,得出的技术结论用于指导实桥施工。

The section strength for the reinforced concrete eccentric tension members is analyzed based on the traditional “plane sections remain plane” assumption (the Bernoulli′s principle) and the Code of Design of Concrete Structures(GBJ10\|89) respectively.The results calculated by the equations of GBJ10\|89 and equations based on the Bernoulli′s principle are compared.It is also analyzed that steel ratios of tension reinforced and compression reinforced affect the failure mode and the relationship between the moment...

The section strength for the reinforced concrete eccentric tension members is analyzed based on the traditional “plane sections remain plane” assumption (the Bernoulli′s principle) and the Code of Design of Concrete Structures(GBJ10\|89) respectively.The results calculated by the equations of GBJ10\|89 and equations based on the Bernoulli′s principle are compared.It is also analyzed that steel ratios of tension reinforced and compression reinforced affect the failure mode and the relationship between the moment factor m and tension factor n .The analyzed results indicate that increasing the steel ratio of tension reinforced and compression reinforced can increase the capacity of the reinforced concrete eccentric tension members.The failure modes of the reinforced concrete eccentric tension members are different according to varying the steel ratio of tension reinforced and compression reinforced and the location of tension force.The results calculated by the equations of GBJ10\|89 have good precision for the modes of full tension section and the under\|reinforced section of partial tension section.But the error of results is excessive and on the unsafe side for the failure mode of over\|reinforced section.

根据平截面假定和《混凝土结构设计规范》(GBJ10 89)所规定的基本原则 ,考虑不同的受力情况 ,分别对钢筋混凝土偏心受拉构件正截面强度进行了分析。对按规范公式计算的结果与根据平截面假定计算的结果进行了比较 ,同时还分析了受拉区配筋率和受压区配筋率对钢筋混凝土偏心受拉构件正截面破坏形式和弯矩 -纵向拉力相关曲线的影响。结果表明 :增加受压区配筋率和受拉区配筋率均可增大m -n相关曲线所包围的面积 ,提高钢筋混凝土偏心受拉构件的承载能力。根据受压区配筋率、受拉区配筋率和纵向拉力位置的不同 ,钢筋混凝土偏心受拉构件的破坏形式也不同。对于小偏心和大偏心的适筋破坏形式 ,规范公式精度较好 ,但对超筋破坏形式 ,规范公式误差较大 ,且偏于不安全。

The melting behavior of ultrahigh relative molecular weight polyethylene (UHMWPE) fiber was studied by DSC. The number of melting peaks was increased from 1 to 2 with the increase of draw ratio after heat treatment under relaxation and from 1 to 3 after heat treatment under partial tension or full tension. The melting peaks were observed in the range of 131 -138℃, 141 - 143℃, 150 - 152℃ and 155 - 157℃, respectively. The major melting peaks occurred at different positions under relaxation or tension....

The melting behavior of ultrahigh relative molecular weight polyethylene (UHMWPE) fiber was studied by DSC. The number of melting peaks was increased from 1 to 2 with the increase of draw ratio after heat treatment under relaxation and from 1 to 3 after heat treatment under partial tension or full tension. The melting peaks were observed in the range of 131 -138℃, 141 - 143℃, 150 - 152℃ and 155 - 157℃, respectively. The major melting peaks occurred at different positions under relaxation or tension. The former belonged to the melting behavior of orthorhombic system. The later corresponded to the transition from orthorhombic phase to hexagonal phase and the melting behavior of hexagonal phase separately. The DSC spectra for heat treated UHMWPE fibers showed that the area of melting peaks demonstrating the transition from orthorhombic phase to hexagonal phase was increased in some degree, and the tensile strength of the fibers was increased by 31. 1%.

用DSC法研究了超高相对分子质量聚乙烯(UHMWPE)纤维的熔融行为。随着拉伸倍数提高,纤维经松弛状态下热处理后,其熔融峰数目由1个变为2个;而经部分张力和张力状态下热处理后,其熔融峰数目均由1个变为3个。熔融峰出现的位置可分为4个区:131-138℃,141-143℃,150-152℃,155- 157℃。松弛与张力状态下热处理纤维的主熔融峰不同,前者主要是正交晶系的熔融,后者则分别对应于正交晶相向六方晶相的转变和六方晶相的熔融。经热处理的UHMWPE纤维的DSC图谱表明,代表正交晶相向六方晶相转化的熔融峰面积均有所增大,同时纤维的拉伸强度均有提高,提高幅度达31.1%。

 
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