Long-term material and structural behavior of high-strength concrete cantilever bridge: Results of 20 years monitoring

Author:

Lantsoght Eva O. L.12ORCID,van der Veen Cor2,de Boer Ane3,van der Ham Herbert4

Affiliation:

1. Politecnico, Diego de Robles y Pampite; Universidad San Francisco de Quito; Quito Ecuador

2. Concrete Structures, Civil Engineering and Geosciences, Delft University of Technology; Delft The Netherlands

3. Ane de Boer Consultancy; Arnhem The Netherlands

4. Ministry of Infrastructure and the Environment; Rijkswaterstaat The Netherlands

Funder

Ministerie van Infrastructuur en Milieu

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Van der Veen C Kaptijn N fib 2002

2. Structural behaviour of high strength concrete beams;Swamy;Build Sci,1974

3. Long-term performance of prestressed, pretensioned high strength concrete bridge girders;Roller;PCI J,1995

4. Prestress losses in high performance lightweight concrete pretensioned bridge girders;Kahn;PCI J,2005

5. High-, medium-, and low-strenght concretes subject to sustained overloads: strains, strengths, and failure mechanisms;Smadi;J Am Concr Inst,1985

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