Paper Title:
Study on Constructional Reinforcement for the Foundation of Blast Furnace due to Temperature Effect
  Abstract

Based on the test and numerical analysis, the paper studied the constructional reinforcement of blast furnace foundation under the influence of concrete hydration and top temperature. The results indicate that constructional reinforcement should be thinner and have a small spacing. Stress concentration always appears around the corner and constraints of blast furnace foundation, where should be strengthened with constructional reinforcements. In order to prevent cracks caused by internal tensile stress during concrete hardening, it is necessary to place temperature reinforcement inside the foundation. Temperature effect should be considered at the circular area on top of blast furnace foundation and should be strengthened with constructional reinforcements.

  Info
Periodical
Chapter
Chapter 4: Reliability and Durability of Structures
Edited by
Xuejun Zhou
Pages
1545-1548
DOI
10.4028/www.scientific.net/AMM.94-96.1545
Citation
Y. M. Li, L. Wang, L. P. Liu, "Study on Constructional Reinforcement for the Foundation of Blast Furnace due to Temperature Effect", Applied Mechanics and Materials, Vols. 94-96, pp. 1545-1548, 2011
Online since
September 2011
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Price
$32.00
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