|
|
|
|
|
Yue Li, Youliang Chen, Wei Shao, Juhui Zhang, Shaoming Liao and Tomas Manuel Fernandez-Steeger
High temperatures can enhance the chloride diffusion coefficient and this poses a threat to reinforced concrete (RC) piles. This study intends to propose predictive models that can evaluate the service life and lateral bearing behaviour of reinforced con...
ver más
|
|
|
|
|
|
|
|
|
Salmabanu Luhar, Ismail Luhar and Faiz Uddin Ahmed Shaikh
It is a universal fact that concrete is one of the most employed construction materials and hence its exigency is booming at a rocket pace, which in turn, has resulted in a titanic demand of ordinary Portland cement. Regrettably, the production of this e...
ver más
|
|
|
|
|
|
|
|
|
Giuseppe Santarsiero, Angelo Masi and Valentina Picciano
Guaranteeing adequate safety levels in critical infrastructures such as bridges is essential to modern societies and their vital services. Bridges with reinforced concrete structures are subject to deterioration, especially due to corrosion effects. Gerb...
ver más
|
|
|
|
|
|
|
|
|
Darmadi B. Djarot, Femiana Gapsari, Osmar Buntu Lobo and Firman Mangasa Simanjuntak
Stress corrosion cracking (SCC) is known as a major factor that should be considered in the assessment of welding joint structure integrity. Despite the promising and wide application of dissimilar metal joints, the currently available SCC mitigation tec...
ver más
|
|
|
|
|
|
|
|
|
Magdalena J. Osmolska, Karla Hornbostel, Terje Kanstad, Max A.N. Hendriks and Gro Markeset
The most common methods for detecting chloride-induced corrosion in concrete bridges are half-cell potential (HCP) mapping, electrical resistivity (ER) measurements, and chloride concentration testing, combined with visual inspection and cover measuremen...
ver más
|
|
|
|