1) Geogrid deformation
筋材变形
1.
Geogrid deformation distribution along transect exists double peak,the peak value around wall face is mostly affected by the construction technology and latera.
通过对3个不同土工格栅加筋土高挡墙的现场试验,研究土工格栅加筋土高挡墙的墙底压力、筋材变形及破裂面。
2) rib-shape change
筋形变化
3) deformed bar
变形钢筋
1.
Comparative study on corrosion behavior of plain and deformed bars in concrete;
混凝土中光圆与变形钢筋腐蚀对比分析
2.
This paper compares the basic anchorage lengths of the plain steel-bar and the deformed bar,analyzes on the reasons why the basic anchorage length of the deformed bar is longer,and puts forward the correction coefficients of the basic anchorage lengths under different conditions of the actal engineering.
比较了光面钢筋与变形钢筋的基本锚固长度,分析了变形钢筋基本锚固长度大的原因,并给出了实际工程中不同条件下基本锚固长度的修正系数。
3.
In this paper,the bond strength between high-strength lightweight concrete and deformed bar was studied with 80 axial pull-out tests.
通过80个拔出试验,探讨了变形钢筋与高强陶粒混凝土的粘结锚固强度,并与普通混凝土和低强度陶粒混凝土的试验结果进行了比较。
4) deformed GFRP rebars
GFRP变形筋
1.
Based on the CSA(Canadian Standards Association) criterion,30 pull out specimens is used to study the bond behavior of deformed GFRP rebars with 8 different outer surfaces to concrete.
基于CSA标准,利用30个拉拔试件研究了8种不同表面形式的GFRP变形筋与混凝土之间的粘结性能,比较了不同表面形式GFRP变形筋的粘结强度,并确定了GFRP变形筋的最优表面形式。
2.
The surface form of deformed GFRP rebars is the main factor affecting the bond behavior between GFRP rebars and concrete.
GFRP变形筋的外形是影响GFRP筋与混凝土粘结性能的重要因素。
5) deformation behavior of reinforcements
筋带变形
1.
Test study on deformation behavior of reinforcements induce by differential settlement for reinforced retaining wall;
差异沉降下加筋土挡土墙筋带变形特性试验研究
6) Lumber deformation
锯材变形
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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