Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete

Applying the built dynamic crack model of fibre concrete, bridging fiber segment is substituted by loads. When a crack propagates its fiber continues to break. By the approaches of the theory of complex functions, the problems dealt with can be translated into Riemann-Hilbert problems. Analytical so...

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Main Authors: Y. H. Cheng, Lu Nian Chun, Li Xin-gang
Format: Article
Language:English
Published: Wiley 2012-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2012/971472
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author Y. H. Cheng
Lu Nian Chun
Li Xin-gang
author_facet Y. H. Cheng
Lu Nian Chun
Li Xin-gang
author_sort Y. H. Cheng
collection DOAJ
description Applying the built dynamic crack model of fibre concrete, bridging fiber segment is substituted by loads. When a crack propagates its fiber continues to break. By the approaches of the theory of complex functions, the problems dealt with can be translated into Riemann-Hilbert problems. Analytical solutions of the displacements, stresses, and dynamic stress intensity factors under the action of of moving variable loads 𝑃𝑥2/𝑡2 and 𝑃𝑡3/𝑥2, respectively, are attained by the ways of self-similar measures. After those analytical solutions are utilized by superposition theorem, the solutions of arbitrary complex problems can be obtained.
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spelling doaj-art-e1871d47de8c4401bfd56b1068c34a8a2025-08-20T02:21:38ZengWileyAdvances in Civil Engineering1687-80861687-80942012-01-01201210.1155/2012/971472971472Dynamic Crack Propagation Problems of Fibre-Reinforced ConcreteY. H. Cheng0Lu Nian Chun1Li Xin-gang2School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, ChinaSchool of Materials, Shenyang Ligong University, Shenyang 110168, ChinaSchool of Civil Engineering, Harbin Engineering University, Harbin 150001, ChinaApplying the built dynamic crack model of fibre concrete, bridging fiber segment is substituted by loads. When a crack propagates its fiber continues to break. By the approaches of the theory of complex functions, the problems dealt with can be translated into Riemann-Hilbert problems. Analytical solutions of the displacements, stresses, and dynamic stress intensity factors under the action of of moving variable loads 𝑃𝑥2/𝑡2 and 𝑃𝑡3/𝑥2, respectively, are attained by the ways of self-similar measures. After those analytical solutions are utilized by superposition theorem, the solutions of arbitrary complex problems can be obtained.http://dx.doi.org/10.1155/2012/971472
spellingShingle Y. H. Cheng
Lu Nian Chun
Li Xin-gang
Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
Advances in Civil Engineering
title Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
title_full Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
title_fullStr Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
title_full_unstemmed Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
title_short Dynamic Crack Propagation Problems of Fibre-Reinforced Concrete
title_sort dynamic crack propagation problems of fibre reinforced concrete
url http://dx.doi.org/10.1155/2012/971472
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AT lunianchun dynamiccrackpropagationproblemsoffibrereinforcedconcrete
AT lixingang dynamiccrackpropagationproblemsoffibrereinforcedconcrete