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Investigation on the stepping arc stud welding process 被引量:1
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作者 池强 张建勋 +1 位作者 付继飞 张友权 《China Welding》 EI CAS 2005年第2期158-162,共5页
Through the investigation on traditional arc stud welding process, a new welding gun and its control system were developed in this paper. The stepping arc stud welding gun was mainly made by a stepping motor as actuat... Through the investigation on traditional arc stud welding process, a new welding gun and its control system were developed in this paper. The stepping arc stud welding gun was mainly made by a stepping motor as actuating unit and a screw-driven device as moving unit. A control system with a MCS-51 single-chip microcomputer as main control component was used to realize the new stud welding procedure. This new welding process with stepping stud welding gun is named as stepping arc stud welding. In the new welding process, the stud action can be looked as constituted by some micro steps. The setting and adjusting of the stepping arc welding gun behavior parameters are accomplished independently. It is indicated from the results of process tests and bending test that the stepping arc stud welding process is practicable. 展开更多
关键词 stud arc stud welding welding gun single-chip microcomputer
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Current waveforms and sequence control system of microprocessor-controlled short cycle stud welding converter
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作者 张义 李洪文 +2 位作者 白志范 邓占锋 孙威威 《China Welding》 EI CAS 1998年第1期31-35,共5页
The applied conditions of stud welding on body of automobile, and the current waveforms and sequence control techniques which are set to meet the quality of stud welding in the car body, are introduced in this paper. ... The applied conditions of stud welding on body of automobile, and the current waveforms and sequence control techniques which are set to meet the quality of stud welding in the car body, are introduced in this paper. The realizing method of current waveforms and sequence control based on microprocessor are also discussed in detail. The waveforms of output welding current and voltage are measured. It is proved that the techniques including current waveforms & sequence control can successfully meet the demand of automobile stud welding. 展开更多
关键词 short cycle control system stud welding
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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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