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1)  deformation incompatibility
变形不协调
2)  uncoordinated deformation
不协调变形
1.
Based on the investigation and mechanism analysis of distresses in subgrade widening engineerings,the technical treatment principle is determined as controlling uncoordinated deformation between widening subgrade and existing one.
针对路基拓宽工程的常见病害及其成因机理,提出了“变形协调与控制”的处治技术思想,并依据路基拓宽不协调变形的不同组成部分,明确了相应的变形控制途径。
2.
Based on analyzing the mechanism of diseases of the river and creek treatment section in road engineering in soft ground,it is found that the uncoordinated deformation of the subgrade between the section of river and creek soil treatment and the adjoining region is the essential reason that results in the diseases of the road.
在研究分析软土地区道路填浜路段工程病害及其成因机理的基础上,揭示了病害的根本原因是道路填浜区域与邻接区域之间路基的“不协调变形”;采用有限元分析方法,研究了路面结构对路基不协调变形的力学响应,建立了控制路基不协调变形的指标和标准;从设计思想、设计依据、设计指标和设计标准等方面,系统建立了基于不协调变形控制的河浜处理设计方法,为今后相关工程提供了技术支持和决策依据。
3)  compatibility of deformation
变形协调
1.
The compatibility of deformation may occur on tube thread according to dimension of collar thread, which is helpful in improving the connection quality.
油管螺纹与接箍螺纹联接后会发生变形协调 ,有利于提高螺纹联接质量。
4)  deformation compatibility
变形协调
1.
Discussion of the forming mechanism of reflective cracks in pavement from the angle of deformation compatibility;
从变形协调关系看路面反射裂缝的形成机理
2.
Phillips's serise/parellel model has been employed, Transverse modulus of squarefibrous composites are analysed from longitudinal deformation compatibility, Then, by virture of relative volume fraction application are discuss for a wide range of fire section.
本文采用Phillips提出的串联/并联模型,考虑到沿纵向纤维与基体的变形协调,利用材料力学方法,求得具有正方形截面的纤维增强复合材料的横向模量,进而讨论了其它形状纤维截面的应用。
3.
According to the deformation compatibility relationship between corroded steel bars and concrete,on the basis of the constitutive relationship which can reflect the mechanical properties of corroded steel bars and concrete respectively and the bond-slip constitutive law,a nonlinear differential equation for the beam,expressed in the form of the tensile force(N) o.
通过将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋拉力N表达的锈蚀钢筋混凝土梁非线性微分方程。
5)  distortion coordination
变形协调
1.
Method for calculating settlement of composite ground under rigid foundation considering distortion coordination;
考虑变形协调的刚性基础复合地基沉降计算
2.
Based on the allowable stress theory,considering the stress characteristics of reinforcing layer before and after reinforcement,and guaranteeing the reinforcing layer and the original structure distortion coordination as a premise,a equation about reinforcing layer thickness section destruction was established before reinforcement to determine the reasonable thickness of reinforcing layer.
以容许应力理论为基础,考虑利用增大截面法加固主拱圈前后的受力特点,并以保证加固层与原结构变形协调为前提,在加固前建立一个关于加固层厚度的截面破坏方程,通过合理的解方程来确立加固层最小厚度,从而为快速确定最小加固层厚度提供合理的理论保证,并减少试算和验算的工作量,对石拱桥加固理论化有着一定的推动作用。
6)  deformation coordination
变形协调
1.
According to the deformation coordination of baffle and turbine,the relational equation of rotational speed,fore-and-after pressure difference of boltless baffles and available pressure was con.
利用最小二乘法拟合出上述变化规律的方程,通过涡轮与无螺栓挡板之间的变形协调关系,归纳出转速、无螺栓后挡板前后气体压力差和无螺栓挡板能提供的压力这三者关系方程。
2.
Based on Hiley piling formula,and considering the compressing impacts of foundation soil on piles,this paper establishes a formula for penetration of piles according to the principle of deformation coordination.
基于Hiley打桩公式,考虑地基土对桩的压缩影响,按变形协调原则,提出了控制贯入度计算公式,经与试沉桩资料对比分析,具有较好的吻合性。
3.
according to Poisson effect and deformation coordination mechanism of the cross-ply laminates under compression loads,the mean interlaminar shear stress mechanism is analyzed and shear stress analytic model constructed.
根据正交层合板在压缩载荷作用下的泊松效应和变形协调原理,分析了平均层间剪应力的产生机制,并建立了平均层间剪应力的解析模型。
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
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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