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Featured researches published by Hans Hedlund.


Materials and Structures | 1998

Air cooling of concrete by means of embedded cooling pipes-Part I: Laboratory tests of heat transfer coefficients

Hans Hedlund; Patrik Groth

Embedded cooling pipes can be used to reduce the temperature rise in massive structures as a measure against thermal cracking. When air is used as a cooling medium, relatively large diameters with profiles causing friction losses along the pipe are preferred. In this paper, heat transfer coefficients for two different types of cooling pipes have been determined for different pipe flows in combination with various temperature levels. This paper relates to the first part of the investigation dealing with the laboratory tests of heat transfer coefficients. The second part, dealing with application in design, is presented in “Air cooling of concrete by means of embedded cooling pipes-Part II: Applications in design” [1].RésuméAfin de prévenir la fissuration thermique, des tuyaux de refroidissement incorporés peuvent servir à réduire la montée de la température dans des constructions massives. Si l’on utilise l’air en tant que moyen de refroidissement, il est préférable d’incorporer des tuyaux de diamètre relativement large dont les profils causent des pertes par friction. Dans cet article, on détermine les coefficients de transfert thermique pour deux types de tuyaux, pour des flux différents dans les tuyaux combinés avec des niveaux différents de température. Cet article décrit la première partie d’une étude expérimentale et traite des essais en laboratoire des coefficients de transfert thermique. La deuxième partie, qui traite de l’application des résultats dans la préparation des projets, sera présentée en «Air cooling of concrete by means of embedded cooling pipes-Part II: Applications in design» [1].


Materials and Structures | 1998

Air cooling of concrete by means of embedded cooling pipes—Part II: Application in design

Patrik Groth; Hans Hedlund

This paper relates the second part of the investigation of air-cooling in concrete; the first part is presented in “Air cooling of concrete by means of embedded cooling pipes—Part I: Laboratory tests and heat transfer coefficients” [1]. Embedded cooling pipes are used to reduce the risk of thermal cracking in early age concrete. Traditionally, water has been used as a cooling medium, but air cooling has been shown to be advantageous for many applications. The experimentally-determined heat transfer coefficients of cooling pipes [1], have been used and verified in comparisons ofin situ measurements at the Igelsta Bridge in Södertälje, Sweden. The close agreement between measured and calculated temperatures of air-cooled sections seems to justify the use of the averaged heat transfer coefficients determined in [1].Some exemplifying calculations are also shown, and the general behaviour of cooled structures is discussed. The principles of designing a cooling system for a general case are proposed. It is concluded that it is possible to design prismatic structures, such as a columns, by the use of existing models and measured heat transfer coefficients.RésuméCet article présente la deuxième partie d’une étude sur le refroidissement par l’air du béton; la première partie est présentée en «Air cooling of concrete by means of embedded cooling pipes—Part I: Laboratory tests and heat transfer coefficients» [1]. Des tuyaux de refroidissement incorporés sont utilisés pour prévenir la fissuration thermique dans le béton jeune. Bien que l’eau soit traditionnellement utilisée comme moyen de refroidissement, on démontre les avantages de l’air pour beaucoup d’applications. Les coefficients de transfert thermique déterminés expérimentalement [1], ont été appliqués et vérifiés par une comparaison avec des mesures effectuéesin situ sur le Pont Igelsta à Södertälje en Suède. Le très bon accord entre le calcul des températures des sections refroidies à l’air et les températures mesurées sur place semble justifier l’utilisation des coefficients moyens de transfert thermique déterminés en [1].Des exemples de calculs sont présentés, ainsi qu’une discussion du comportement général des constructions refroidies. On propose des principes pour la conception d’un système de refroidisement. On conclut qu’il est possible de calculer des constructions prismatiques, telles des colonnes, à l’aide de modèles existants et les coefficients de transfert thermique mesurés.


Thermal cracking in concrete at early ages : proceedings of the international symposium held by RILEM at the Technical Univ. of Munich ..., Oct. 10-12, 1994 | 1995

Modelling of temperature and moisture field in concrete to study early age movements as a basis for stress analysis

Jan-Erik Jonasson; Patrik Groth; Hans Hedlund


International Symposium on Utilization of High Strength/High Performance Concrete : 29/05/1996 - 31/05/1996 | 1996

High strength concretes with energetically modified cement and modelling of shrinkage caused by self-desiccation

Jan-Erik Jonasson; Vladimir Ronin; Hans Hedlund


IABSE Symposium Report | 2010

Sustainable Bridges – Results from a European Integrated Research Project

Björn Paulsson; Jan Olofsson; Hans Hedlund; Brian Bell; Björn Täljsten; Lennart Elfgren


International Workshop Autogenous Shrinkage of Concrete : 13/06/1998 - 14/06/1998 | 1998

Evaluation and comparison of sealed and non-sealed shrinkage deformation measurements of concrete

Hans Hedlund; Gustaf Westman


Thermal cracking in concrete at early ages : proceedings of the international symposium held by RILEM at the Technical Univ. of Munich ..., Oct. 10-12, 1994 | 1995

Reduction of thermal stresses in structures with air-cooling

Hans Hedlund; Patrik Groth; Jan-Erik Jonasson


2nd International RILEM/COST Conference on Early Age Cracking and Serviceability in Cement-based Materials and Structures - EAC2, Brussels, Belgium, 12–14 September 2017 | 2017

Plastic Shrinkage Cracking in Concrete : Influence of Test Methods

Faez Sayahi; Mats Emborg; Hans Hedlund


23th Symposium on Nordic Concrete Research & Developement, Aalborg, Denmark, 21 - 23 August 2017 | 2017

Effect of Water-Cement Ratio on Plastic Shrinkage Cracking in Self-Compacting Concrete

Faez Sayahi; Mats Emborg; Hans Hedlund


MSSCE2016 : RILEM 22/08/2016 | 2016

PLASTIC SHRINKAGE CRAKING IN SELF-COMPACTING CONCRETE: : A PARAMETRIC STUDY

Faez Sayahi; Mats Emborg; Hans Hedlund; Ingemar Löfgren

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Jan-Erik Jonasson

Luleå University of Technology

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Mats Emborg

Luleå University of Technology

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Patrik Groth

Luleå University of Technology

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Lennart Elfgren

Luleå University of Technology

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Martin Nilsson

Luleå University of Technology

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Vladimir Ronin

Luleå University of Technology

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Keivan Noghabai

Luleå University of Technology

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Björn Täljsten

Luleå University of Technology

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Ola Enochsson

Luleå University of Technology

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Thomas Olofsson

Luleå University of Technology

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