By Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)

Advanced research and layout for fireplace security of metal Structures systematically provides the most recent findings on behaviours of metal structural elements in a hearth, resembling the catenary activities of confined metal beams, the layout tools for constrained metal columns, and the membrane activities of concrete flooring slabs with metal decks. utilizing a scientific description of structural hearth security engineering rules, the authors illustrate the real distinction among behaviours of an remoted structural point and the limited part in a whole constitution lower than hearth conditions.

The ebook might be an important source for structural engineers who desire to enhance their knowing of metal constructions uncovered to fires. it's also a great textbook for introductory classes in fireplace protection for master’s measure courses in structural engineering, and is superb interpreting fabric for final-year undergraduate scholars in civil engineering and fireplace security engineering. moreover, it effectively bridges the knowledge hole among fireplace defense engineers, structural engineers and development inspectors, and should be of important curiosity to architects, code officers, development designers and hearth fighters.

Dr. Guoqiang Li is a Professor on the collage of Civil Engineering of Tongji college, China; Dr. Peijun Wang is an affiliate Professor on the institution of Civil Engineering of Shandong college, China.

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Extra info for Advanced Analysis and Design for Fire Safety of Steel Structures

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3. It can be seen that the different level of proof strain gives a different yield strength and the reduction factor in the ultimate strength of high strength steel is smaller than that of the yield strength. 0 Fig. 36) Based on test results, Li et al. 39) Comparison of the yield strength reduction factor between structural steel and high strength bolt steel is shown in Fig. 10. 3 Strength reduction factors of high strength steel at elevated temperatures References Test results Proposed by Kirby Thedorou Li et al.

The definition of yield stress is shown in Fig. 3. Stress Ultimate strength 20 400 Yield strength B 1% proof stress C A 1% Fig. 3 EC3 and BS5950 Model EC3 [1] and BS5950 [3] provide tables to define the reduction factor of yield strength and Young’s modulus of steel at elevated temperatures. 1 in EN1993-1-2 [1] and Table 1 in BS5950 Part 8 [3] . 28) The yield strength and Young’s modulus of structural steel at high temperatures obtained with the above equations are compared in Fig. 4 and Fig. 5 [6] .

2 Field Model Due to the complexity of the fire, zone models are suitable in only a few limited cases. For more precise fire modeling, Computational Fluid Dynamics (CFD) modeling can be used. In CFD modeling, the fire enclosure is divided into a large number of volumes. Partial differential equations of mass, momentum and energy transfer and conservation of species are written for each volume based on fundamental equations of fluid dynamics, thermodynamics, chemical reactions and mechanics. They are then numerically assembled for the entire fire enclosure.

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