shear modulus中文是什么意思

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中文翻译
造句

刚性模数
剪变模量
剪节模量
剪力模数
剪切弹性模量
剪切弹性模数
剪切模数
剪切损失模数
抗剪弹性模量
抗剪模数
切变模量，剪模量，剪切模量

shear vt.,vi. (sheared, 〔古语〕 shore ...
modulus n. (pl. -li ) 【数、物】模数，模量；系数。 ...
modulus in shear 剪切模量; 剪切模数; 切变模量; 切变模数
modulus of shear 剪切模数
shear elasticity (=shear modulus) 剪切模量
complex dynamic shear modulus 复数动态切变模量
complex shear modulus 复数切变模量
dynamic modulus of shear 动力剪切模量
dynamic shear elastic modulus 动切变弹性模数
dynamic shear modulus 动剪力模式; 动剪切模量; 动力剪力模量; 动态剪切模量
dynamic shear modulus of soils 动剪切强度; 土的动力性质动剪切模量
dynamic storage shear modulus 动态剪切储能模量
dynamical loss shear modulus 动态剪切耗能模量; 动态剪切损耗模量
elastic modulus in shear 剪切弹性模量
elastic modulus of shear 剪切弹性模数
elastic shear modulus 弹性剪切模量
equilibrium shear modulus 平衡剪切模量
glassy shear modulus 玻璃态剪切模量
high shear modulus 高切变模量
loss shear modulus 剪切损耗模量
mineral shear modulus 矿物的切变模量
modulus of elasticity for shear 切变弹性模量
modulus of elasticity in shear 剪断弹性模量; 剪切弹性模量; 剪切模数; 抗剪弹性模量; 抗剪模量; 切变弹性模数
modulus of shear resilience 剪力回弹模量
modulus of torsional shear 扭切模量

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例句与用法

The dynamic parameters of the asphalt concrete can be obtained through dynamic triaxial test , combined with the cunli chen ' s studying results , discovering that the dynamic stress - strain relationship obeys the hyperbolic model well , and t he maximum dynamic modulus edmax and the maximum shear modulus gdmax increasing along with the decreasing of the temperature and the increasing of consolidation ratio kc
通过振动三轴试验获得沥青混凝土材料的动力参数，并结合西安理工大学陈存礼老师的研究成果。发现动应力与动应变的关系较好地符合双曲线规律，最大动模量e _ ( dmax )和最大剪切模量g _ ( dmax )随着温度的降低、围压和固结比kc的增大而增大。
The following principles are proved : increasing cfp adhesive length will release the concentrating of shear stress near the cutoff point , this will lead to the increment of loading - bear capacity of concrete beams ; increasing the thickness of cfp will improve the transition of load from concrete beam to cfp , this is useful to exert the potential of cfp ; in creasing the anti - shear modulus of adhesive will result enhance the concentrating of shear stress , this is harmful to the effect of cfp reinforced concrete beams
本文的理论分析结果可以表明：增加碳纤维板的粘结长度可以缓解碳纤维板端部界面上的剪应力集中，改善混凝土梁结构的加固效果；增大碳纤维板的粘结厚度可以增大界面上的剪应力，改善混凝土梁上载荷向碳纤维板的传递效果，有利于充分发挥碳纤维布的潜能；如果粘结胶层的抗剪模量过大会加剧剪应力的集中，从而对碳纤维加固的效果不利。
A numerical calculation is developed about the response of sea - bed to wave loading on the yellow river delta . we find that : ( 1 ) the effects of wave parameters and soil characteristics on the response of sea - bed to waves are obvious : wave height and wave length are important parameters among wave parameters ; shear modulus is dominating parameter among soil parameters
并针对黄河口海域的实际情况作了数值计算，分析得到， ( 1 )影响海床响应的控制因素：在波浪参数中，波高，波长是主要的控制参量；在海床介质参数中，剪切模量是主要的控制参量。
With the different loading ratio of parallel to axis and normal to axis direction , damage defects will occur bulking problem . by varying the degree of material anisotropy relative to the loading axis such as poisson ' s ratio and shear modulus , crack growth bulking strain value parallel to or normal to the loading axis is different . the parameters controlling the growth or arrest of the delamination damage are identified as the geometry and the depth of defects and radius of cylindrical etc . at last , it was investigated that the delamination damage is often induced by the tip of matrix damage under higher stress
研究结果表明:壳体筒段受轴向拉伸和内压载荷作用时，轴向和环向载荷的比率不同，母层和子层可能发生拉伸屈曲，也可能发生收缩屈曲，或者同时发生拉伸和压缩屈曲;母层与子层各向异性存在差异，即泊松比与剪切模量不匹配时，将使子层板的边界上承受压缩和剪切作用，当分层达到临界状态则发生屈曲，当母层与子层的各向异性差异越大，则发生分层屈曲的可能性越大;分层损伤的屈曲应变值与子层自身的弹性模量、分层子层的形状、厚度以及圆柱半径等因素有关。
Base on the elastic half space theory of the dynamic foundation , analyzing the relationship between the vibration frequency and the dynamic shear modulus of the soil , a relationship between the vibration frequency and the self - property of the subsoil can be carried out . that is the expression about the relationship between the vibration frequency and the density of the soil can be carried out
通过采用动力基础半空间理论，分析锤击产生的地基土的振动频率与地基土的动剪切模量之间的相关关系，就又可以得到地基土自振动频率与土体本身性质之间的关系，即与土体的密实度之间的关系。
The framework and results of this study is thus summarized as follows : 1 . analyzing the effect of the nonlinear parameters on seismic response . so far the g / g _ max - ( transient dynamical shear modulus over the maximum shear modulus vs . shear strain ) and the - ( equivalent shear hysteretic damping ration vs . shear strain ) curves are widely employed in the experimental method in studying soil dynamic property , supposing under equiamplitude cyclic load
目前，人们利用实验手段分析土体动力特性时给出的最基本的描述量是g g _ ( max ) ?曲线(等效动剪切模量与最大动剪切模量的比值随应变幅值变化的曲线)及?曲线(等效剪切滞回阻尼比值随应变幅值变化的曲线) 。