1) failure pattern and mechanism
破坏形态和破坏机理
1.
The deformation distribution characteristics,destruction process of abutment failure,failure pattern and mechanism are analyzed for abutment and dam body under reinforcement condition to determine the safety and stability o.
分析了加固条件下坝肩及坝体变形分布特征、坝肩失稳的破坏过程、破坏形态和破坏机理,确定了坝肩超载稳定安全度,为工程设计和施工提供了参考依据。
2) Failure mode
破坏形态
1.
Analysis on failure modes of reinforced concrete beam strengthened with FRP sheet material;
FRP片材加固钢筋混凝土梁破坏形态分析
2.
Main factors affecting failure modes of blast loaded RC beams;
爆炸荷载作用下影响RC梁破坏形态的主要因素分析
3.
Effects of clip reinforcement on failure modes of reinforced concrete columns under low cycle reversed loading
低周反复荷载下夹式钢筋对钢筋混凝土柱破坏形态的影响
3) failure modes
破坏形态
1.
Analysis of dynamic respo nses and failure modes of R/C beams under blast loading;
爆炸荷载作用下钢筋混凝土梁的动力响应及破坏形态分析
2.
Reinforced concrete structures under severe dynamic loads may induce flexure,flexure-shear and direct shear failure modes.
为了准确地预测和模拟钢筋混凝土梁在强动载作用下的动力响应和破坏形态,本文运用ABAQUS有限元计算软件结合混凝土脆性开裂模型对强动载作用下的钢筋混凝土试验梁的整体响应以及一系列破坏形态进行了数值模拟,并将模拟结果与试验进行了对比分析。
3.
The deformations,strains of tubes,axial bearing capacity,and failure modes of specimens and concrete core were measured and obtained during the test.
采用两种不同的加载方法,获取了各试件的变形、应变、破坏形式及极限承载力,并在试验后观察其内部混凝土的破坏形态。
4) Failure form
破坏形态
1.
Relationship analysis of the explosion load type and the failure form of urea reactor;
尿素合成塔爆炸载荷类型与破坏形态的关系分析
2.
Based on the actual condition of steel mechanical connection test in construction engineering,analysis is made on the issues of acceptance index and failure form of mechanical connector of steel bar in "the General Technical Norms for Steel Mechanical Connection" being in force.
基于建筑工程生产中钢筋机械连接试验检测的实际情况,对现行《钢筋机械连接通用技术规程》(JGJ107-2003)中,关于钢筋机械连接接头验收的指标、钢筋机械连接接头的破坏形态等方面的问题进行分析。
3.
Through the pull-out tests of embedded steel bars,the failure forms of embedded steel bars are investigated.
通过在混凝土中植筋的拉拔试验,研究了不同条件下植筋的破坏形态,分析了混凝土强度、钢筋直径和钢筋的强度等级对植筋深度的影响。
5) failure pattern
破坏形态
1.
The main failure patterns as well as hysteretic curves of those columns are obtained, and influence of each of the four parameters on.
9MPa的型钢高强混凝土柱的低周反复加载试验,研究型钢高强混凝土柱在压、弯、剪共同作用下的破坏形态和抗震性能。
2.
Based on the experiment on a prestressed concrete frame with beam-column subassemblages under low reversed cyclic loading,the crack distribution,failure pattern,hysteresis curve,and displacement of the frame are studied systematically.
文章通过对一榀预压装配式预应力混凝土框架在低周反复荷载作用下的试验,深入研究了预压装配式预应力混凝土框架的裂缝分布、破坏形态、滞回曲线及位移延性等抗震性能。
3.
The effect of hybrid fiber on the toughness and failure patterns of self-compacted concrete is verified by the results of investigation.
结果表明:混杂纤维可显著提高自密实混凝土的韧性并改善其破坏形态。
6) damage form
破坏形态
1.
Through the pulling experiment on embedded steel bars in concrete,the damage forms of embedded steel bars are investigated.
通过在混凝土中植筋的拉拔试验,研究了不同条件下植筋的破坏形态,分析了混凝土强度、钢筋直径和植筋的强度等级对植筋深度的影响,给出了粘结破坏、锥形破坏、钢筋屈服和应力传递破坏等4种破坏形态的计算模型,推导出了相应的植筋深度计算公式,并通过多组试验证明了计算公式的正确性并给出了避免粘结破坏和锥形破坏的植筋深度计算公式。
2.
The damage form of thick sandy soil layer was revealed and the damage mechanism was primarily analyzed through the dynamic simulating model test.
通过动态相似模拟试验,揭示了厚砂土层破坏形态,并初步分析了破坏机理。
补充资料：破坏一切心识
【破坏一切心识】
（经名）决定毗尼经之异名。
（经名）决定毗尼经之异名。
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