Crack propagation, failure and ultimate load capacity of the grout layer in the prestressed anchor bolt foundation of wind turbine tower-Reference-Cited by-同舟云学术

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Crack propagation, failure and ultimate load capacity of the grout layer in the prestressed anchor bolt foundation of wind turbine tower

Published:2023-11 Issue: Volume:153 Page:107561
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Ren Xiaodan,Li Jinwei^ORCID,Chen Junling

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference32 articles.

1. Ultimate strength analysis of prestressed concrete pressure vessels;Rashid;Nucl. Eng. Des.,1968

2. Crack band theory for fracture of concrete;Bažant;Mater. Struct.,1983

3. Crack models for concrete, discrete or smeared? Fixed, multi-directional or rotating?;Rots;Heron,1989

4. Finite element analysis of reinforced concrete beams;Ngo;ACI J.,1967

5. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements;Hillerborg;Cem. Concr. Res.,1976

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1. Anchorage failure mechanism and uplift bearing capacity of L- & J-anchor bolts in plain concrete;Engineering Failure Analysis;2024-05

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