Abstract

Three-dimensional thermal-mechanical models for the prediction of heat transfer coefficient distributions with different size beams are investigated. H300 × 300, H250 × 250, and H200 × 200 H-shape steel beams are investigated in a controlled cooling process to obtain the design requirements for maximum uniform temperature distributions and minimal residual stress after controlled cooling. An algorithm developed with the conjugated-gradient method is used to optimize the heat transfer coefficient distribution. In a comparison with the three group results, the numerical results indicate that, with the same model and under the same initial temperature (T=850°C) and final temperature (T=550±10°C), the heat transfer coefficients obtained with the conjugated-gradient method can produce more uniform temperature distribution and smaller residual web stress, with objective functions of the final average temperature Tave±ΔT and maximum temperature difference to minimum min⁡ΔTmax(x,y). The maximum temperature difference is decreased by 57°C, 74°C, and 75°C for Case 1, Case 2, and Case 3, respectively, the surface maximum temperature difference is decreased by 60~80°C for three cases, and the residual stress at the web can be reduced by 20~40 MPa for three cases.

Highlights

  • H-shape steel beams are widely utilized in industry and on construction sites due to their safety characteristics and the fact that they are economic cross-section steel with a wide flange, thin web, and superior cross-section properties [1, 2]

  • In order to examine the validity of the results of the conjugate-gradient method (CGM) method, two initial guess values were used to search for the optimal heat transfer coefficient distributions of the Hbeams for three cases, and they all obtained approximately the same result

  • Based on the numerical results, the conclusion can be summarized as follows: (1) The conjugate-gradient method (CGM) has accurately predicted the heat transfer coefficients, and the different initial guess values have resulted in very similar result

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Summary

Introduction

H-shape steel beams are widely utilized in industry and on construction sites due to their safety characteristics and the fact that they are economic cross-section steel with a wide flange, thin web, and superior cross-section properties [1, 2]. H-shape steel beams have uneven temperature distribution in the cooling process due to their complex geometry, which probably produces warping and breaking, so controlled cooling plays a very important role after rolling to obtain highperformance, high-strength H-beams. At the end of the 1970s, accelerated cooling equipment was first installed in a Japanese steel mill to provide high-strength, high-toughened steel [3]. JFE Steel developed TMCP (thermomechanical control process) technology in 1980, which is a microstructural control technique combining controlled rolling and cooling [4]. In 1998, JFE Steel developed Super-OLAC, an advanced accelerated cooling system capable of cooling plates homogeneously at high cooling rates close to the theoretical limits [5]

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