4.5 Article

Incorporation of pre-existing longitudinal cracks in finite element analyses of corroded reinforced concrete beams failing in anchorage

相关参考文献

注意:仅列出部分参考文献,下载原文获取全部文献信息。
Review Engineering, Civil

A review of the potential impacts of climate change on the safety and performance of bridges

Amro Nasr et al.

Summary: An overabundance of evidence indicates that climate change is happening at unprecedented rates, making it crucial to study the potential impacts on infrastructure like bridges. This paper synthesizes findings to identify over 30 potential risks, supported by previous bridge damage cases, that can be used for future risk prioritization by bridge managers.

SUSTAINABLE AND RESILIENT INFRASTRUCTURE (2021)

Article Construction & Building Technology

Development of discrete meso-scale bond model for corrosion damage at steel-concrete interface based on tests with/without concrete damage

Punyawut Jiradilok et al.

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Engineering, Civil

Meso-scale modeling of non-uniformly corroded reinforced concrete using 3D discrete analysis

P. Jiradilok et al.

ENGINEERING STRUCTURES (2019)

Article Engineering, Civil

On the robustness to corrosion in the life cycle assessment of an existing reinforced concrete bridge

Eduardo S. Cavaco et al.

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2018)

Article Engineering, Civil

Engineering bond model for corroded reinforcement

Mattias Blomfors et al.

ENGINEERING STRUCTURES (2018)

Article Construction & Building Technology

Shear assessment of a reinforced concrete bridge deck slab according to level-of-approximation approach

Jiangpeng Shu

STRUCTURAL CONCRETE (2018)

Article Engineering, Civil

Four levels to assess anchorage capacity of corroded reinforcement in concrete

M. Tahershamsi et al.

ENGINEERING STRUCTURES (2017)

Article Engineering, Civil

Corrosion-induced cover spalling and anchorage capacity

Kamyab Zandi

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2015)

Article Engineering, Civil

Deteriorating beam finite element for nonlinear analysis of concrete structures under corrosion

Fabio Biondini et al.

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2015)

Article Construction & Building Technology

Bond of reinforcement in self-compacting steel-fibre-reinforced concrete

Anette Jansson et al.

MAGAZINE OF CONCRETE RESEARCH (2012)

Article Engineering, Civil

Analytical model for the bond-slip behaviour of corroded ribbed reinforcement

Karin Lundgren et al.

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2012)

Article Construction & Building Technology

The levels-of-approximation approach in MC 2010: application to punching shear provisions

Aurelio Muttoni et al.

STRUCTURAL CONCRETE (2012)

Article Engineering, Civil

Bond deterioration of corroded steel bars in concrete

Irina Saether

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2011)

Article Construction & Building Technology

Cracking in deep beams owing to shear loading. Part 2: Non-linear analysis

R. Malm et al.

MAGAZINE OF CONCRETE RESEARCH (2008)

Article Construction & Building Technology

Bond between ribbed bars and concrete. Part 1: Modified model

K Lundgren

MAGAZINE OF CONCRETE RESEARCH (2005)

Article Construction & Building Technology

Structural assessment of corroded reinforced concrete beams: Modeling guidelines

D Coronelli et al.

JOURNAL OF STRUCTURAL ENGINEERING (2004)

Article Construction & Building Technology

A discrete crack approach to normal/shear cracking of concrete

JC Gálvez et al.

CEMENT AND CONCRETE RESEARCH (2002)