As viewed from space remote-sensing images （e.g. Google Earth images） of South Guizhou and North Guangxi, the authors found that macroscopic karst landscape on the Earth＇s surface is strongly controlled by the Conj...As viewed from space remote-sensing images （e.g. Google Earth images） of South Guizhou and North Guangxi, the authors found that macroscopic karst landscape on the Earth＇s surface is strongly controlled by the Conjugated shear joint of ＂X＂ type. Joints of this kind constitute a huge infiltration network and act as channel-ways for the permeation of meteoric waters from the surface, thus, leading to the dissolution of carbonate rocks nearby. As a result, the karst landscape is formed, which is dominated by linear karst valleys. An ＂X＂ karst valley network structure appears in the area where horizontal strata are distributed, and a feather-like network structure appears in the area where vertical strata are distributed, respectively. When the water permeates downwards to the underground-water level, it will flow horizontally along the strike of ＂X＂ joints toward the local base level of erosion to form an ＂X＂ network system of underground conduits in the area where horizontal strata are distributed, but it is relatively complex, because of the joining of other joints. This is the first time we have made use of Google Earth images to study the karst environment. Therefore, it has been successful in research on the Earth＇s geomorphology, which could only rely on aerial photos and satellite photos in the past. Google Earth images provide low-cost and applicable imaging materials for the study of Earth＇s geomorphology and karst rocky desertification and its control.展开更多
为研究大曲率主管的圆钢管X型节点轴压性能,采用数值模拟方法对96个不同支、主管外径比β、主管径厚比2γ和主管曲率半径R的圆钢管节点进行有限元参数分析。有限元参数分析结果表明:支、主管外径比β对节点的破坏模式影响较大;曲率半径...为研究大曲率主管的圆钢管X型节点轴压性能,采用数值模拟方法对96个不同支、主管外径比β、主管径厚比2γ和主管曲率半径R的圆钢管节点进行有限元参数分析。有限元参数分析结果表明:支、主管外径比β对节点的破坏模式影响较大;曲率半径R对节点破坏模式影响较小。小β值节点主管出现局部凹陷之后产生一定薄膜效应导致承载力出现一定回升;大β值节点试件主管仅出现椭圆化变形无承载力回升现象。当β=0.8时,随着曲率变化节点极限承载力变化较小。当β=0.2、0.4和0.6时,主管曲率半径大于12倍主管直径时,极限承载力变化较小;主管曲率半径小于12倍主管直径时,极限承载力随曲率增大而有所提高。对于相同的主管径厚比2γ,主管曲率半径大于12倍主管直径时,极限承载力变化较小;主管曲率半径小于12倍主管直径时,极限承载力随曲率增大而有所提高。在欧洲钢结构规范(Eurocode3 Design of Steel Structures)中的主管平直的圆钢管X型节点极限承载力计算公式的基础上,采用乘以修正系数的方式拟合出大曲率主管的圆钢管X型节点轴压承载力计算公式,为该类节点的设计提供参考。展开更多
基金supported by theState Key Basic Research,Development and Planning Program (2006CB403202)Discipline Construction Foundation of Guizhou University
文摘As viewed from space remote-sensing images （e.g. Google Earth images） of South Guizhou and North Guangxi, the authors found that macroscopic karst landscape on the Earth＇s surface is strongly controlled by the Conjugated shear joint of ＂X＂ type. Joints of this kind constitute a huge infiltration network and act as channel-ways for the permeation of meteoric waters from the surface, thus, leading to the dissolution of carbonate rocks nearby. As a result, the karst landscape is formed, which is dominated by linear karst valleys. An ＂X＂ karst valley network structure appears in the area where horizontal strata are distributed, and a feather-like network structure appears in the area where vertical strata are distributed, respectively. When the water permeates downwards to the underground-water level, it will flow horizontally along the strike of ＂X＂ joints toward the local base level of erosion to form an ＂X＂ network system of underground conduits in the area where horizontal strata are distributed, but it is relatively complex, because of the joining of other joints. This is the first time we have made use of Google Earth images to study the karst environment. Therefore, it has been successful in research on the Earth＇s geomorphology, which could only rely on aerial photos and satellite photos in the past. Google Earth images provide low-cost and applicable imaging materials for the study of Earth＇s geomorphology and karst rocky desertification and its control.
文摘为研究大曲率主管的圆钢管X型节点轴压性能,采用数值模拟方法对96个不同支、主管外径比β、主管径厚比2γ和主管曲率半径R的圆钢管节点进行有限元参数分析。有限元参数分析结果表明:支、主管外径比β对节点的破坏模式影响较大;曲率半径R对节点破坏模式影响较小。小β值节点主管出现局部凹陷之后产生一定薄膜效应导致承载力出现一定回升;大β值节点试件主管仅出现椭圆化变形无承载力回升现象。当β=0.8时,随着曲率变化节点极限承载力变化较小。当β=0.2、0.4和0.6时,主管曲率半径大于12倍主管直径时,极限承载力变化较小;主管曲率半径小于12倍主管直径时,极限承载力随曲率增大而有所提高。对于相同的主管径厚比2γ,主管曲率半径大于12倍主管直径时,极限承载力变化较小;主管曲率半径小于12倍主管直径时,极限承载力随曲率增大而有所提高。在欧洲钢结构规范(Eurocode3 Design of Steel Structures)中的主管平直的圆钢管X型节点极限承载力计算公式的基础上,采用乘以修正系数的方式拟合出大曲率主管的圆钢管X型节点轴压承载力计算公式,为该类节点的设计提供参考。
