References of "Zhang, Qingjie 50022771"
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See detailLongitudinal Shaer in Composite Beams
Zhang, Qingjie UL; Schäfer, Markus UL

in Young Engineers Colloquium Munich 2018 (2018, April 13)

Longitudinal shear has important influences on the performance of composite beams. According to Eurocode 4, with cross-section class 1 and 2 in combination with ductile shear connectors, a plastic method ... [more ▼]

Longitudinal shear has important influences on the performance of composite beams. According to Eurocode 4, with cross-section class 1 and 2 in combination with ductile shear connectors, a plastic method, considering redistribution of longitudinal shear force is allowed. The conditions therefore are full development of plastic moment resistance and sufficient slip at interface to reach the plateau of P-δ curve of the shear connectors. However, for slim-floor beams, it is to question if the above-mentioned method can be applied. To answer it, related topics still need further investigation, which is the focus of the author’s Ph.D work. This paper presents part of the first stage results on the theoretical analysis of longitudinal shear, considering the influence of plasticity of the beam. For composite beams with rigid shear connectors, non-linear shear stress distribution appears in the plastic region, which influences the shear connector arrangement. However, detailed theoretical research is still hard to be found. In this work, based on a simple beam partly in plastic zone, mathematical equations are developed to calculate the plastic zone height and longitudinal shear stress distribution. Benchmarks with ANSYS and existing tests are performed. [less ▲]

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See detailAnalysis and Comparison of Eurocodes and Chinese codes of Design
Santos Ferreira, Katia UL; Zhang, Qingjie UL; Schäfer, Markus UL

in Young Engineers Colloquium Munich 2018 (2018, April 13)

Eurocodes (EC) which were published in 2007 are one of the most advanced standards for structure design in the world. Today, Eurocodes are not only used in EU or EFTA countries, but also many other ... [more ▼]

Eurocodes (EC) which were published in 2007 are one of the most advanced standards for structure design in the world. Today, Eurocodes are not only used in EU or EFTA countries, but also many other countries use Eurocodes or align their National standards with them, which gives Eurocodes global influence. Chinese codes of practise, on the other hand, benefit from the recent fast developed construction industry and have a vast application base. In the recent years, half of the new building floor area worldwide is built in China. Thus, it is interesting to compare Eurocodes (one of the most used codes worldwide) with the Chinese codes of design (with which most buildings were recently built). [less ▲]

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See detailComparison of design for composite beams in steel and concrete according to Eurocode 4 and Chinese Design Codes
Zhang, Qingjie UL; Schäfer, Markus UL

in XI Conference on Steel and Composite Construction (2017, November 23)

Parallel to the investigation in the second generation of Eurocodes, the Chinese design standards are also updated. At 01/12/2016, a new Chinese Code for the design of composite structures JGJ138-2016 was ... [more ▼]

Parallel to the investigation in the second generation of Eurocodes, the Chinese design standards are also updated. At 01/12/2016, a new Chinese Code for the design of composite structures JGJ138-2016 was put in practice to replace the old JGJ138-2001. Benefit from the vast experience of composite structure applications blooming recently in Chinese, the new code covers much wider topics and is more comparable to Eurocodes 4. Generally, both codes cover topics of composite beams and columns, composite slabs and composite connections. However, JGJ138-2016 covers also the design of composite shear walls, while Eurocode 4 considers more about durability and time effects. It is necessary to compare the materials used for both of codes. In this article, it covers comparison of the mechanic properties such as elastic modulus, characteristic strength and design strength. The analysis includes concrete, reinforcement, and structural steel. The main comparison is the design procedure of composite columns. The application range of the codes will be pointed out first. Both codes allow the design of concrete encased sections and concrete filled rectangular and circular tubes. However different limitations on cross-section sizes and materials can be found. Eurocode 4 represents three different design methods: the simplified method for centric loading, based on the buckling curves; the general method based on 2nd order calculation for action effects and N-M interaction for the determination of resistances; as well as the non-linear method based on stress-strain limitation of material and FE-Analysis. Chinese code gives a simplified method of the calculation of column resistance for centric and eccentric loading. Also the impact of second-order effect are to proof if needed. According to the EN1994-1-1 the impact of creep is to consider for the denervation of the bending stiffness and for ideal buckling resistance and non-dimensional slenderness. JGJ138-2016 do not consider impact of creep for the design. Besides, JGJ138-2016 includes also design for seismic situation. The axial cross-section resistance and normal force-moment interaction curves (N-M curves) will be compared through theoretical analysis and parameter studies. JGJ138-2016 considers mainly transversal shear resistances, while Eurocode 4 further considers shear connection, load introduction and longitudinal shear outside the areas of load introduction. The design shear resistance will be compared in general and within parameter study. [less ▲]

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