弯曲破坏 meaning in Chinese
bending failure
bendingfailure
fail in bending
flexural failure
Examples
- 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。 - 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 ) 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。 - 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。 - 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。