Fig. 6From: A state-of-the-art review of prestressed concrete tub girders for bridge structuresBursting and spalling at end-region of prestressed concrete girder (reproduced from Barrios [58]; Huang and Shahway [10]; photo courtesy Y.J. Kim): a crack type; b occurrence; c Stress distribution in end-region; d short-term and web cracking during constructionBack to article page