1)intermesh[,int?(:)'me?]压弯量
1.The effect of entrance/exit leveler roller' intermesh to plate flatness;矫直机入/出口矫直辊压弯量对板材不平度的影响
2.The FEM analysis for the effect of intermesh to plate leveling deformation;压弯量对轧件矫直变形影响的有限元分析
3.According to elastic-plastic theory of beam, reverse bending deflection which is composed of elastic recovery deflection, residual deflection decides roller′ intermesh.矫直机压下模型主要由入、出口矫直辊的压弯量设定和矫直辊的弯辊量设定组成。
2)incremental bend forming增量压弯
1.Finite element simulation of stress and strain on the incremental bend forming technology of the integral wing-skin panel;整体壁板增量压弯过程应力应变模拟
2.In this paper, the incremental bend forming technology and finite element simulation are applied to form the panel.研究表明:采用增量压弯成形工艺可以成形出具有一定曲率外形的整体壁板;压弯过程中蒙皮始终处于弹性变形阶段,筋条既有弹性变形产生,又有塑性变形产生;压下量达到一定值时,塑性变形的比率急剧增加。
3)compression-bending压弯
1.The difference of the predictions of the load-bearing capacity using LRFD(1994),AIJ (1997),EC4(1996)and GJB(2001)is compared,and contrasts the calculating results with the experimental results,including:73 axially compressive members,8 pure bending members and 20 compression-bending members.比较了设计规程 LRFD(1994),AIJ(1997),EC4(1996)及 GJB(2001)在进行矩形钢管混凝土构件承载力计算时的差异,并将以上规程的计算结果与收集到的试验结果进行了对比,其中包括:73个轴压、8个纯弯及20 个压弯构件。
2.Design methods of concrete filled circular steel tubular beam-columns in different codes, including LRFD(1996,American),AIJ(1997,Japan),EC4(1996,Europe),CECS28:29(1992,China),DL/T (1999,China)are introduced respectively in this paper,the calculating results are compared with those of tests(including 256 axial loaded members,12 pure bending members and 106 compression-bending members).简要介绍了美国 LRFD(1994)、日本 AIJ(1997)、欧洲 EC4(1996)和中国 CECS28:29(1992),DL/T5085-1999 (1999)设计规程中有关圆形截面钢管混凝土压弯构件计算方法的特点,并将各类方法的计算结果和搜集到的试验结果(包括256个轴压、12个纯弯及106个压弯构件)进行对比分析,结果表明,五种规程均能较好地计算构件的承载力,且偏于安全。
英文短句/例句
1.Out-Plane Buckling of Eccentrcally Tensile Members and Tapered Beam-Columns;拉弯构件及变截面压弯构件弯扭失稳分析
2.The branches were bowed down with the weight of snow.树枝被积雪压弯了。
3.branches bowed down by the snow on them被积雪压弯的树枝.
4.Whose boughs are bent with thickset fruit;让累累果实压弯了腰;
5.The wheels of the car had also been bent.车的轮子也被压弯了。
6.Hydraulic Pipe Bender液压弯管机(俗名喉积)
7.Whose boughs are bent with thickest fruit;繁茂的果实将树干压弯;
8.Vines that were weighed down with grapes.被葡萄压弯的葡萄藤
9.The branches bent low with ripened fruits.成熟的果实压弯了树枝。
10.The branches are weighed down by a heavy layer of snow.树枝都被厚雪压弯了。
11.A machine for bending and folding sheet metal.金属压弯成形机压弯和折叠金属板的机器
12.DISCUSSION ON THE NECK BENDING STIFFNESS OF WORK ROLLS IN THE HYDRAULIC BENDING ROLL CONTROL SYSTEM液压弯辊控制中工作辊辊颈弯曲刚度探讨
13.Hydraulic pump is the power unit of the hydraulic puller (hydraulic press, hydraulic pipe bender, hydraulic jack).油压泵是油压拉出器(油压机、油压弯管机、油压千斤顶)的动力装置。
14.Hydraulic pump is the power unit of the hydraulic puller(hudraulis press, hydraulic pipe bender, hydraulic jack).油压泵是油压拉出器(油压机,油压弯管机,油压千斤顶)的动力装置.
15.The fruits were so heavy that it weighed the branches down.果实重得把树枝都压弯了。
16.Design for tube bending device of W67-100/3200 bending pressW67Y-100/3200型折弯压力机弯管装置的设计
17.hydraulic sheet-metal bending press液压金属板料折弯机
18.NC hydraulic press brake数控液压板料折弯机
相关短句/例句
incremental bend forming增量压弯
1.Finite element simulation of stress and strain on the incremental bend forming technology of the integral wing-skin panel;整体壁板增量压弯过程应力应变模拟
2.In this paper, the incremental bend forming technology and finite element simulation are applied to form the panel.研究表明:采用增量压弯成形工艺可以成形出具有一定曲率外形的整体壁板;压弯过程中蒙皮始终处于弹性变形阶段,筋条既有弹性变形产生,又有塑性变形产生;压下量达到一定值时,塑性变形的比率急剧增加。
3)compression-bending压弯
1.The difference of the predictions of the load-bearing capacity using LRFD(1994),AIJ (1997),EC4(1996)and GJB(2001)is compared,and contrasts the calculating results with the experimental results,including:73 axially compressive members,8 pure bending members and 20 compression-bending members.比较了设计规程 LRFD(1994),AIJ(1997),EC4(1996)及 GJB(2001)在进行矩形钢管混凝土构件承载力计算时的差异,并将以上规程的计算结果与收集到的试验结果进行了对比,其中包括:73个轴压、8个纯弯及20 个压弯构件。
2.Design methods of concrete filled circular steel tubular beam-columns in different codes, including LRFD(1996,American),AIJ(1997,Japan),EC4(1996,Europe),CECS28:29(1992,China),DL/T (1999,China)are introduced respectively in this paper,the calculating results are compared with those of tests(including 256 axial loaded members,12 pure bending members and 106 compression-bending members).简要介绍了美国 LRFD(1994)、日本 AIJ(1997)、欧洲 EC4(1996)和中国 CECS28:29(1992),DL/T5085-1999 (1999)设计规程中有关圆形截面钢管混凝土压弯构件计算方法的特点,并将各类方法的计算结果和搜集到的试验结果(包括256个轴压、12个纯弯及106个压弯构件)进行对比分析,结果表明,五种规程均能较好地计算构件的承载力,且偏于安全。
4)Press bending压弯
5)bending[英][bend][美][b?nd]压弯
1.Through analyzing integral panel and theoretical calculation of press shaping die,a combination technology of composite bending forming and shot blast is introduced,which integral panel can be carried out,so as to achieve a highly efficient,high-precision requirements.通过对整体壁板的结构分析和压弯成形的理论计算,选择采用精密压弯和喷丸相结合的复合成形技术,对整体壁板进行成形,从而达到了高效、高精密的要求。
2.Based on the analysis of the initial defect of the beam,it is derived a formula for stability bearing capacity of the bending members under lateral loads,and makes a conclusion of the bearing capacity and normal performance of defective beams that the defective beams with no special treatment are still safe.通过对初始缺陷梁的理论分析,推导横向荷载作用下压弯构件的稳定承载力公式,并以此为依据,对缺陷梁承载力和正常使用性能做出判断,认为不做特殊处理缺陷梁仍是安全的。
6)buckling[英]['b?kl][美]['b?kl?]压曲;压弯
延伸阅读
压下量压下量draught yaxiafiang压下t(draught)轧件轧制前的高度H与皿丫坠 ab 轧件尺寸图 a一轧制前;b一轧制后轧制后的高度h之差,一般以△h表示,因此有△h~H一h。它是表示轧制时轧件高度方向绝对压缩变形程度的变形参数。对横截面为矩形的轧件,其高度即矩形截面的实际高度(见图);对横截面不是矩形的轧件,其一一、._.一~、~~..._、._‘~=F。二F高度为平均高度,并按以下公式确定:H~丫,h~告,.,~,“,一,.,~’月‘~’“产、钊~’“B。”’B’式中万,再分别为轧制前、轧制后轧件的平均高度;F。,F分别为轧前轧后的横截面面积;B。,B分别为轧制前轧制后的宽度。 (余望)