By Aimin Yang, Jingguo Qu, Xilong Qu
ISBN-10: 3037852240
ISBN-13: 9783037852248
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1, 124-127, 2007. [8] Xiuying Han, Establishment of Mathematic Model of 2005 National Physical Fitness Consulting Data Logical Check Method, CHINA SPORT SCIENCE, Vol. 29, No. 3, 90-94, 2009. [9] Ye Tian and Yifan Lu, Physical Fitness Guidelines for Chinese People, CHINA SPORT SCIENCE, Vol. 30, No. 2, 3-10, 2010. [10] N. Cristianini & J. Shawe-Taylor, An Introduction to Support Vector Machines and Other Kernel-based Learning Methods, Cambridge Univ. Press, 2000. [11] R. E. Fan, P. H. Chen, and C.
Fig. 6 Synthesized stress distribution of the face-board under working condition C Fig. 334 mm in secondary beams at top archs pouring conceret condition Finite element calculation of the framework. Based on above whole model of the jumbo, the stresses and strains of the framework and its major components can be calculated under different working conditions [9]. Fig. 8 and Fig. 9 show the axial stress and deflection distribution of the framework in setting and adjusting formworks. The maximum stress and deflection of main components in the framework are given in Table 4.
119 mm in secondary beams at top archs in setting formworks In the same way, stress and strain of other components of the jumbo under different working conditions are analyzed by ANSYS. And the results verify design feasibility and structural reliability of the jumbo. Conclusions Based on the present study, the following specific conclusions can be obtained: (1) When combined pressure load after all pouring concrete is selected as design load of the shuttering, section stress of arch beams are larger than the allowable stress of material.
Green Power, Materials and Manufacturing Technology and Applications by Aimin Yang, Jingguo Qu, Xilong Qu
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