1) destructive test
破坏荷载试验研究
1.
Based on the destructive test of certain old pre-stressed concrete hollow slab after structural strengthening by CFS,the destructive mechanism and ultimate bearing capacity of old pre-stressed hollow slab after structural strengthening is being researched,which is useful for the strengthening design of old bridge and solvating of single slab problem.
通过某已使用10年的旧桥预应力混凝土空心板受拉区碳纤维布加固后的破坏荷载试验研究,对受拉区加固后的旧桥预应力混凝土空心板的破坏机理、变形性能及极限承载能力等进行了研究,为旧桥预应力混凝土空心板的加固设计及单板受力问题的分析解决提供了试验依据。
2.
Based on the destructive test of certain old pre-stressed concrete hollow slab after structural strengthening,the destructive mechanism and ultimate bearing capacity of old pre-stressed hollow slab after structural strengthening is being researched,which is useful for the strengthening design of old bridge and solving of single slab problem.
通过某已使用10年的旧桥预应力混凝土空心板受压区加固后的破坏荷载试验研究,对受压区加固后的旧桥预应力混凝土空心板的破坏机理、变形性能及极限承载能力等进行了研究,为旧桥预应力混凝土空心板的加固设计及单板受力问题的分析解决提供了试验依据。
3) Experimental study on the fracture failure
断裂破坏试验研究
4) failure load
破坏载荷
1.
It puts forward a calculation method for predicting failure load using “Grey System”theory and suggests to use this method in model experiment for pressure hull of the active submarine in the future.
并提出用“灰色系统”理论预测破坏载荷的计算方法，建议今后模型实验和现役潜艇的耐压船体寿命估算中可采用这种方
5) failure load
破坏荷载
1.
The failure loads that relatively coincide with experimental values in most cases are obtained based on the energy principle in fracture mechanics.
借鉴复合材料力学的分析方法,建立一种分层剪滞模型,并结合线弹性断裂力学的能量法,研究了碳纤维薄板加固含裂缝素混凝土梁和钢筋增强混凝土梁的四点弯曲破坏问题,求得的破坏荷载与试验较吻合。
2.
The purpose of this reserch is to study the effects on joints failure load by stirrups in joint region,concrete strength grade,reinforcements ratio of beams and columns and stirrups of beams and columns.
通过对13个L形和T形柱节点进行非线性有限元分析,研究了在单调荷载作用下,节点核心区箍筋、混凝土强度等级、梁柱纵筋配筋率、梁柱配箍率对L形、T形节点破坏荷载的影响。
3.
The failure loads that relatively coincide with experimental values in most cases are obtained based on the energy principle in fracture mechanics.
借鉴复合材料力学的分析方法,建立一种分层剪滞模型,并结合线弹性断裂力学的能量法,研究了碳纤维薄板加固含裂缝素砼梁和钢筋增强砼梁的四点弯曲破坏问题,求得的破坏荷载大多与试验较吻合,为此类构件的弯曲破坏分析提供了一种新的研究途径和方法。
补充资料：钢铁研究总院青岛海洋腐蚀研究所试验站
钢铁研究总院青岛海洋腐蚀研究所试验站
钢铁研究总院青岛海洋腐蚀研究所试验站a一潮差试验平台，b一海洋大气曝晒场
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条