Abstract
AbstractStrand corrosion can cause concrete cracking, degrade bond performance at the strand–concrete interface, lead to prestress loss, and deteriorate the capacity of prestressed concrete structures. This book clarifies the mechanical behavior of corroded prestressing strands, corrosion-induced cracking, bond degradation, prestress loss, and structural performance deterioration of prestressed concrete structures and proposes the corresponding prediction models, which has an important guidance for the durability and maintenance design of prestressed concrete structures.
Publisher
Springer Nature Singapore
Reference29 articles.
1. J.R. Casas, C. Crespo-Minguillon, Probabilistic response of prestressed concrete bridges to fatigue. Eng. Struct. 20(11), 940–947 (1998)
2. H.-L. Chen, K. Wissawapaisal, Measurement of tensile forces in a seven-wire prestressing strand using stress waves. J. Eng. Mech. 127(6), 599–606 (2001)
3. D. Coronelli, Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete. ACI Struct. J. 99(3), 267–276 (2002)
4. C.N. Dang, C.D. Murray, R.W. Floyd, W.M. Hale, J.R. Martí-Vargas, Analysis of bond stress distribution for prestressing strand by Standard Test for Strand Bond. Eng. Struct. 72, 152–159 (2014)
5. M.S. Darmawan, M.G. Stewart, Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders. Struct. Saf. 29(1), 16–31 (2007)