Chinese translation for "弯曲破坏"
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- bending failure
bendingfailure
fail in bending
flexural failure
Related Translations:
纯弯曲: direct flexurepure bendingpure flexuresimple bending 平直弯曲: flat bendflat wise bendflatwise bend
- Example Sentences:
| 1. | Through the flexural failure tests , it is show that the measured results of fbg sensor and strain gauge are nearly same
试验梁通过弯曲破坏试验比较布拉格光栅传感器与电阻应变片的测试结果。 | | 2. | The analysis model used by this paper is proved that the accuracy is enough , so the accuracy of the material model plays an important role
本文所用的分析模型（纤维模型梁柱单元）对于以弯曲破坏为主的梁柱分析已经具有足够的准确度，因此主要依赖于单轴材料恢复力模型的合理性。 | | 3. | ( 3 ) using yielding line theory , we educed ultimate capacity of slab - column connection which was bend destroy under vertical load , vertical load and unbalanced bend in the text
( 3 )利用屈服线理论,推导出竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点发生弯曲破坏时的极限承载力。 | | 4. | 2 . the suffering failure of columns within yield hinge regions and classified standard are expressed in detail to end the confusion of expression and application in the subject area in china
从混凝土及箍筋应力水平等条件出发，提出纵筋屈服后框架柱破坏形态的分类标准；纵筋屈服后框架柱破坏形态可分为弯曲破坏及弯曲剪切破坏等形式。 | | 5. | Based on the simulating results of simply - supported box girders ( 39 . 1m ) and continuous box girders ( 2 x 40m ) , the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section . the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail . the differences of ultimate bearing capacity and the mechanical characteristics between the se
Lin简支箱梁和2x40m连续箱梁为例，本文较全面地分析了预制节段拼装体外预应力混凝土箱梁全过程受力特性和正截面弯曲破坏形态；研究了不同预应力配筋面积和预应力筋重心高度对预制节段拼装体外预应力简支梁极限承载力和延性的影响，以及体外预应力节段简支梁与体外预应力、体内有粘结预应力整体简支梁极限承载力和受力特性的差异。 | | 6. | Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame . according to experimental studies , finite element analysis and theoretical analysis , it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones , and considering shear deformation of beam and columns . without considering the torsion of the whole structure , assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force , putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r . c
对异形柱框架分别按普通框架和壁式框架进行分析，并与空间有限元分析结果和试验结果进行比较，提出了异形柱框架结构侧向刚度的计算方法；在整体结构不产生扭转且异形柱为弯曲破坏的假定下，提出了异形柱的受弯承载力及受剪承载力计算公式；提出了根据异形柱框架结构的破坏机构确定其楼层受剪承载力的方法。 | | 7. | In the test , two frames with the same size which is one - half of the reality frame ' s size and the same reinforcement were designed and made firstly . one frame is made of schsc named sf ; the other is made of nhsc named nf . secondly , the mts loading system was used to put the two frames under low - cyclic loading
实验结果表明：自密实混凝土框架正向屈服荷载、极限荷载和破坏荷载均较普通混凝土的大而其相应的位移却相当；两榀框架的破坏形式都是弯曲破坏，且两者荷载-位移的滞回曲线与骨架曲线非常相似；自密实混凝土框架的延性系数略高于普通混凝土框架，两者的耗能能力基本相当。 |
- Similar Words：
- "弯曲疲劳性能测定仪" Chinese translation, "弯曲疲试验" Chinese translation, "弯曲频谱" Chinese translation, "弯曲平面" Chinese translation, "弯曲平巷" Chinese translation, "弯曲破坏模量" Chinese translation, "弯曲破裂" Chinese translation, "弯曲破劈理" Chinese translation, "弯曲破碎点" Chinese translation, "弯曲破损" Chinese translation
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