1)additional stress附加应力
1.Research on numerical simulations of displacement deformation and additional stress for buildings in mining active area;采动区建筑物移动变形及附加应力数值模拟研究
2.Finite element analysis of the additional stress in the large oil tank foundation;大型油罐地基中附加应力的有限元分析
3.Analysis of sand drain ground consolidation considering additional stress distribution;附加应力沿深度变化的砂井地基固结分析
英文短句/例句
1.Calculation of foundation pressures and additional stresses of Hardfill damsHardfill坝的基底压力和附加应力计算
2.The Application of Excel in Calculating Superimposed Stress of Soil;Excel在土中附加应力计算中的应用
3.Additional Stress Induced by the Construct of City and the Limit of Geological Environment;城市建设的附加应力与地质极限问题
4.Sensitivity analysis of additional stress fields for a circular lined tunnel subjected to the coupled action of mechanical and thermal load热力响应下衬砌隧道附加应力场的敏感性分析
5.Analysis and calculation of additional stress in foundation soil due to tip resistance of Y-shaped vibro-pileY型桩桩端阻力产生附加应力的分析计算
6.The order of this additional stress field has been estimated under the actual condition.估算了实际断裂情况下此附加应力场的数量级。
7.Additional stress cycles may result under some condition.在某些情况下也可能产生附加应力循环。
8.EVALUATION OF THE ADDITIONAL STRESSES IN SPHERICAL SHELLS WITH ANGLE DEFORMATIONS球罐角变形附加应力计算的比较与评价
9.The Calculation of Additional Stress and Settlement for the Foundation of Multilayered Horizional Soil;水平层状地基中附加应力与沉降计算分析
10.Relationship between Hydrogen-induced Additive Stress and Threshold Cracking Stress for a High-strength Steel高强钢氢脆敏感性和氢致附加应力的相关性
11.Analysis of the Additional Stress Induced by Dewatering for the Failure of Shaft Wall in the Thick Alluvium水位下降诱发深厚表土井壁的附加应力研究
12.The main adverse effect of high speed of operation is the additional stress on the outer race owing to centrifugal force.高运转速度的主要不利后果是由于离心力在外圈上引起附加应力。
13.The vertical superimposed stress is much influenced by relative depth of foundation.讨论了基础相对埋深对地基中竖向附加应力的影响。
14.Method and sectional form for calculating additional stress in foundatons with regular forms几种规则形体基础地基附加应力计算方法与剖面形态
15.Determination and Theoretical Analysis of Additional Stresses due to Stagger Toes and Angular Distortion球罐错边、角变形引起的附加应力的测定与理论分析
16.ELASTIC CALCULATION MODEL FOR DYNAMIC ADDITIONAL STRESSES IN LAYERED SUBGRADE UNDER TRAFFIC LOAD交通荷载下层状路基动附加应力的弹性计算模型
17.The additional shear and normal stress of fiber become large with the addition of the contract ratio.纤维附加剪应力和附加正应力差随着收缩比的增大而增加。
18.Application Discussion of Additional Press Bar Top Pin in Spinning Front Zone细纱前区附加压力棒上销的应用体会
相关短句/例句
superimposed stress附加应力
1.Analysis of superimposed stress of surrounding soil due to shield tunneling;隧道盾构法施工引起周围土体附加应力分析
2.The effects of relative depth of foundation on the vertical superimposed stress in subgrade;基础相对埋深对地基中竖向附加应力的影响
3.Calculation in superimposed stress and displacement of foundation is an important factorfor foundation design.地基附加应力和变形计算是地基设计计算的重要内容,直接关系着结构设计的安全可靠程度。
3)additional stresses附加应力
1.Based on the unique advantages of numerical test,the bearing mechanism and the distribution pattern of the additional stresses of the longshortpile composite foundation with different pilestiffness are studied.以数值方法为工具,建立长短桩复合地基的计算模型,探索了长短桩复合地基桩土相互作用的机理、荷载传递的性状及附加应力分布的规律,为群桩复合地基的优化设计提供了理论基础。
2.Based on the Mindlin s stress solution,it is given in this paper that the integral expressions of additional stresses,additional stress coefficients and final ground settlement ,which subjected to vertical distributed and horizontal distributed loads in the half space linear-elastic body ground.该文给出了空间半无限弹性体地基内部在竖向分布荷载和水平分布荷载作用下,以Mindlin应力公式为基础计算地基附加应力系数、附加应力和最终沉降量的积分表达式,采用辛普森数值积分对工程实例进行了数值计算,并将其计算结果与基于Boussinesq应力公式的计算结果进行了比较。
3.In view of the randomness of the movement and deformation of rock strata under buildings in a mining area, the effect of the movement and deformation of the ground bottom on the additional stresses of the building is studied in the paper.考虑地基-基础-上部结构的共同作用，在讨论地基底部变形随机场的基础上，将几何边界随机的摄动随机有限元方法用于计算建筑物的附加应力。
4)subsidiary stress附加应力
1.In this paper,the influence of subway by shield tunneling on environment,such as surface subsidence,subsidiary stress due to shield tunneling,drainage and waterproof,and the influence of earthquake on shield tunnel,are studied, according to existing documentation and construction experience.依据现有的文献资料以及施工经验,针对盾构法施工引起地面沉降、盾构法施工引起的附加应力对周围环境的影响、盾构法施工排水及防水的影响和地震作用对盾构法施工隧道的影响进行了探讨,并认为,盾构法隧道施工引起地面沉降的根本原因是施工对周围土体的扰动和施工过程中地下水疏排产生的一定范围的地面沉降。
2.By now, only a little research has been made on the interaction between frame beam with prestress cable and rock and soil and the subsidiary stress induced by prestress.研究预应力锚索框架与岩土体的相互作用机理及施加预应力产生的附加应力 ,以福建省漳 (州 )龙 (岩 )高速公路和溪段 K63 +73 0～ 95 0与 K64+690～ 790边坡的锚索框架加固为工程实例 ,在对预应力锚索框架结构力学作用机理分析的基础上 ,建立相应的三维地质力学模型 ,应用 FLAC3D快速拉格郎日差分程序对此进行数值模拟 ,并对这种抑制结构作用下的附加应力分布规律进行了初步探
5)extra stress附加应力
1.Research methods:Its interior stress characteristics and distributional rule of extra stress are studied by three dimension numerical simulation in this paper,and consummate the structure des.研究方法:通过理论分析和三维数值模拟,研究其内部应力状况和附加应力分布规律,用以指导和完善承压结构设计;结合现场试验,验证工程的可行性和有效性。
6)additional tension stress附加张应力
1.Results indicate the local high point height and additional tension stress of rolled strip are proportional to local high point initial height of strip, decrease as roll.研究结果表明 :轧后带钢局部高点高度及附加张应力的大小与来料高点高度成正比 ,随总轧制压下率的增大而减小。
延伸阅读
附加应力附加应力additional stress 伸小的受到牵引而受到拉伸应力，可见附加应力的符号与变形发展得相反;边部出现拉伸应力，当其值过大时，就造成裂边现象。fujia yingii附加应力(additional stress)·金属塑性加工过程中由于材料各部分之凤的变形不均匀和金属的整体性限制了各处变形的自由发展，变形体内出现的互相制约、互相平衡而符号相反的内应力。这种不是由外载荷导致的应力称为附加应力，以与因外载荷所引起的工作应力(即基本应力)相区别。 附加应力(即副应力)是一种体积应力，它即可发生在变形体大部分体积之间，也出现于相邻晶粒之间，以及一个晶粒的内部。前者属于宏观范畴，后二者则存在于某些微观组织形貌特征的周围，故又称为组织结构应力。附加应力的存在是不利的，当某处承受的拉应力超过变形体强度所能维持的数值时，将引起宏观破坏或出现微观裂纹，导致物体整体性的破裂或物体强度水平的下降，故应采取措施防止。 按产生条件，附加应力分为3类:第1类是宏观附加应力;第2类是晶间附加应力;第3类为晶内附加应力。从金属塑性加工过程来看，第1类附加应力造成的危害较明显，常常当场发生，例如板材轧制时的裂边现象，棒材挤压时表面出现周期性裂纹。这种生产中的产品出现破坏或扭曲等不良现象的力学根源，则是由变形太不均匀所产生的附加应力已大到物体连续的整体性无法维持的程度了。 一葺逗三多资 哥兰土睁 昌，加拉应力厅丁可耳丁 自附加压应力!TT丁l了卜’J L--___二一--一-—口L 热轧板坯时变形体内的附加应力 塑性加工过程中变形体所受宏观附加应力的情况，以板带轧制最为明显。 板坯热轧时，轧辊辊身各部分的温度分布一般是中部高而两端低，这种温度分布情况，使轧辊辊身呈凸肚状，造成板坯中部所受压下量大于两侧，中部延伸大于两侧(如图所示)，但板坯的整体性又不容许各处变形的自由发展，因之在变形过程中变形体内存在互相牵制的应力。由于延伸大的受到遏制而受压缩应力，延
