| 1. | Crack patterns of this form are often referred to as craze patterns since the cracks have no preferential direction .
因为这种裂纹没有优势方向，所以常常把这种形式的裂纹图叫做龟裂图。 |
| 2. | The crack patterns calculated by this method are consistent with the test results
用本方法进行的数值计算所得的裂缝形态与试验结果较接近。 |
| 3. | （ f ） xb series colored wax paintings on cloth in small size adopt the more expressive nationality subject so they have the ice crack pattern and are suited to modern apartment decoration
（六） xb系列小号彩色蜡画采用形式感较强的民族题材构图，既有蜡染的冰纹，又适于现代家居装饰。 |
| 4. | A major drawback of this kind of rehabilitation is the reflection cracking of the overlay , whereby the cracking pattern existing in the original pavement is extended into and through the new overlays
这种修复方法最主要问题是罩面层的反射裂缝，也就是在原路面中存在的裂缝能够扩展并延伸到新的罩面层中去。 |
| 5. | For find the mechanism of bond - slip , the whole push - out experiment process had been fully observed . the first cracking time , the cracking development progress , and the final cracking patterns were carefully observed and depicted ; and the failure specimens after experiment were entirely broke open , from which the interior failure form and characters were also observed
以三根钢筋混凝土简支梁作为算例进行了ansys .计算分析，对ansys .中钢筋混凝土有限元分析的从前处理到后处理的全过程进行了介绍、调试和验证，并对ansys .程序的分析结果作了评价分析。 |
| 6. | Eventually , the rehabilitated specimens were retested under low cyclic loading . the loads and displacements of the beam end as well as the steel or plate strain were measured in detail ; and furthermore , crack patterns and failure model of the specimens were also observed during the test
在对试验结果的整理分析后，本文对比研究了加固前后以及用不同加固方法加固的试件的开裂荷载、屈服荷载和极限承载力、梁端荷载?转角滞回曲线及其包络线特征、延性和耗能性能。 |
| 7. | At first , development of various cracks carefully recorded and strains on both the rebars and the stirrups were measured in detail , together with the deflections of the beam . in such a way , correlation between the measured strain profiles of the reinforcement and the observed cracking development of each specimen was pursued . principal factors contributing to the cracking pattern and failure mode were figured out as a result
首先，通过单调静力加载试验研究，对梁的裂缝延伸和开展、纵筋应变、箍筋应变、梁的挠度等指标进行了细致的量测，试图追踪每一试件在裂缝发展及破坏过程中纵筋应变状态的变化和裂缝发展程度的相关性，进而总结出有腹筋约束梁裂缝开展及钢筋应力分布的一般规律。 |
| 8. | Based on the experimental studies and calculated analysis , nonlinear finite element analysis of r . c . shear wall with frame column under unilateral load is carried out by ansys program in order to understand the evolution of crack patterns , deformation and failure course of the specimens in theory computing
在试验研究的基础上，采用ansys有限元分析程序，对剪力墙模型结构在单向加载下的性能作了非线性分析，从理论计算角度进一步了解其在水平荷载作用下的开裂、变形及破坏全过程。 |
