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Identification of Connection Flexibility Effects Based on Load Testing of a Steel-Concrete Bridge
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作者 Czeslaw Machelski Robert Toczkiewicz 《Journal of Civil Engineering and Architecture》 2012年第11期1504-1513,共10页
In the case of composite girders, an effective cooperation of both parts of the section is influenced by deformability of connectors. Limited flexural stiffness of welded studs, used commonly in bridge structures, doe... In the case of composite girders, an effective cooperation of both parts of the section is influenced by deformability of connectors. Limited flexural stiffness of welded studs, used commonly in bridge structures, does not provide full interaction of a steel beam and a concrete slab. This changes strain distribution in cross-sections of a composite girder and results in redistribution of internal forces in steel and concrete element. In the paper partial interaction index defined on the basis of a neutral axis position, which can be used for verification of steel-concrete interaction in real bridge structures rather than in specimens is proposed. The range of the index value changes, obtained during load testing of a typical steel-concrete composite beam bridge, is presented. The investigation was carried out on a motorway viaduct, consisting of two parallel structures. During the testing values of strains in girders under static and quasi-static loads were measured. The readings from the gauges were used to determine the index, characterizing composite action of the girders. Results of bridge testing under movable load, changing position along the bridge span is presented and obtained in-situ influence functions of strains and index values are commented in the paper. 展开更多
关键词 Abstract: In the case of composite girders an effective cooperation of both parts of the section is influenced by deformability of connectors. Limited flexural stiffness of welded studs used commonly in bridge structures does not provide full interaction of a steel beam and a concrete slab. This changes strain distribution in cross-sections of a composite girder and results in redistribution of internal forces in steel and concrete element. In the paper partial interaction index defined on the basis of a neutral axis position which can be used for verification of steel-concrete interaction in real bridge structures rather Composite bridge partial interaction
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STUDY ON ALTERATION OF WHITE BLOOD CELL DEFORMABILITY OF NIDDM PATIENTS AND THE INFLUENCING FACTORS
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作者 戎健 汪恕萍 邱鸿鑫 《Chinese Medical Journal》 SCIE CAS CSCD 1994年第12期28-31,共4页
Microfiltration technique was used to measure white blood cell deformability (WCD) in one hundred and thirty patients with non-nsulin-dependent diabetes mellitus (NIDDM or type Ⅱ). It was found that WCD of the diabet... Microfiltration technique was used to measure white blood cell deformability (WCD) in one hundred and thirty patients with non-nsulin-dependent diabetes mellitus (NIDDM or type Ⅱ). It was found that WCD of the diabetics was significantly decreased compared with fifty controls (P<0.01) and further reduced with the rise of levels of plasma fibrinogen (Fg), plasma lipid, hemoglobin Ale (HbAlc) and fasting blood glucose (FBG), and also with the increase of age, the duration of diabetes, and the reduction of plasma magnesium concentration. It was shown that the decrease of WCD in diabetes mellitus was closely related to the degree of metabolic disturbance of the failure of diabetic control. 展开更多
关键词 NIDDM STUDY ON ALTERATION OF WHITE BLOOD CELL DEFORMABILITY OF NIDDM PATIENTS AND THE INFLUENCING FACTORS WCD HbAlc
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