1) the distance between two induced cracks
诱导缝间距
1.
In view of the infection of dimension of specimen and the distance between two induced cracks, the fracture toughness is gained on the base of parabola model.
对相同削弱度不同间距的两片诱导缝碾压混凝土试件进行了轴拉试验研究,得到了其对应的等效强度值,在考虑试件尺寸修正和不同诱导缝间距修正的基础上,把碾压混凝土诱导缝缝端应变软化简化为抛物线模型,计算了不同间距诱导缝试件的断裂韧度。
2) unidirectional interval induced joint
单向间隔诱导缝
1.
Equivalent strength of unidirectional interval induced joints in RCC dams;
碾压混凝土拱坝单向间隔诱导缝等效强度研究
3) bilateralism interval crack director
双向间隔诱导缝
1.
Size effect rule of RCC(roller compacted concrete) fracture toughness is gotten based on the analyses of fracture toughness of RCC specimens,which is used in the calculation formula of equivalent strength of bilateralism interval crack directors in the RCC arch dam,and is related to the length of bilateralism interval crack director′s short side a and constant of proportionality k.
通过对碾压混凝土试件断裂韧度分析,得到了碾压混凝土断裂韧度的尺寸效应规律,将该规律运用到双向间隔诱导缝等效强度计算公式中,得到与缝短边边长a及比例常数k有关的双向间隔诱导缝等效强度计算公式。
4) induced joint
诱导缝
1.
Study on fracture behaviors of induced joints in RCC arch dams;
碾压混凝土拱坝诱导缝断裂特性研究
2.
Fracture analysis on induced joint of RCC dams;
碾压混凝土坝诱导缝的断裂分析
3.
Experimental study on cracking of induced joints in RCC arch dam;
碾压混凝土拱坝诱导缝开裂试验研究
5) inducing joint
诱导缝
1.
A new idea for application of inducing joint technique to construction of longitudinal joint in high RCC gravity dam;
诱导缝技术在高碾压混凝土重力坝纵缝施工中应用的新设想
2.
Layout analysis of inducing joint in Xiaowan Arch Dam on relaxation foundation;
考虑地基松弛后的小湾拱坝诱导缝布置分析
3.
"Finite rigidity" design principle and method of inducing joint are therefore put forward.
对此提出"有限刚度"设计原则与设置诱导缝的方法,该法不但可释放纵向拉应力防止混凝土开裂和接缝漏水,而且可使结构具有一定刚度,以保证列车正常运行。
6) 3-D FEM
诱导底缝
1.
Analysis of bottom induced joint in arch dam of Xiaowan Project by using 3-D FEM;
小湾拱坝诱导底缝的三维有限元分析
补充资料：板间距
分子式：
CAS号：
性质：又称板间距。板式塔相邻两块塔板之间的距离。塔板间距直接影响塔的高度，并对适宜气速的确定发生重要影响。塔板间距的大小与塔的处理能力、操作弹性、塔板效率和塔径大小密切相关。对塔板数较多或安装在室内的塔，可考虑采用较小的塔板间距，适当增大塔径而降低塔高，若塔板数不多，则塔板间距较大而塔径较小的塔比较经济。当塔内各段负荷不同时，可考虑各板采用不同的塔板间距。
CAS号：
性质：又称板间距。板式塔相邻两块塔板之间的距离。塔板间距直接影响塔的高度，并对适宜气速的确定发生重要影响。塔板间距的大小与塔的处理能力、操作弹性、塔板效率和塔径大小密切相关。对塔板数较多或安装在室内的塔，可考虑采用较小的塔板间距，适当增大塔径而降低塔高，若塔板数不多，则塔板间距较大而塔径较小的塔比较经济。当塔内各段负荷不同时，可考虑各板采用不同的塔板间距。
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