The purpose of this project is to evaluate the performance of concrete at high temperature exposures and the performance assessment of fire-damaged concrete structures using destructive, semi-destructive and non-destructive test methods. The testing performed was conducted on samples of mortar cubes, reinforced concrete slabs, and concrete cylinders; these specimens were used as representative samples of concrete structures. The test methods used in evaluating these temperature-exposed specimens include the compression test, ultrasonic pulse velocity, covermeter, pullout and Schmidt hammer
During a fire, concrete structures behave in most cases very well. Therefore, it could be of economi...
Abstract Fire damage to concrete causes contact-type defects that degrade its durability through imp...
This study is under the field of Structural Forensic which is investigating the damages and any dete...
Concrete serves as a fundamental material in constructing a range of infrastructures, including buil...
In this paper, the evaluation of the drilling resistance is regarded as a method to ascertain the th...
The aim of this work is to optimize the acoustic nondestructive method (NDT) Impact-Echo (IE) as a c...
This paper is an attempt to perform various Non-Destructive Tests on concrete structures. Various te...
This paper presents the results of an experimental study on the effects of elevated temperature on ...
An extensive research programme has been performed at Politecnico di Milano in order to identify qui...
The assessment of fire damage in concrete structures involves two complementary major tasks: on-site...
The post-fire residual strengths of in situ concrete and laboratory steel samples were evaluated in...
In order to analyse the behaviour of concrete under fire exposure experimental investigations are us...
Doctoral thesis is focused on the assessment of concrete structures after fire exposure and extends ...
As concrete structures exposed to fire behave in most cases very well, it could be of economic inter...
The fire resistance of concrete structures is generally good, but for some types of concrete fire sp...
During a fire, concrete structures behave in most cases very well. Therefore, it could be of economi...
Abstract Fire damage to concrete causes contact-type defects that degrade its durability through imp...
This study is under the field of Structural Forensic which is investigating the damages and any dete...
Concrete serves as a fundamental material in constructing a range of infrastructures, including buil...
In this paper, the evaluation of the drilling resistance is regarded as a method to ascertain the th...
The aim of this work is to optimize the acoustic nondestructive method (NDT) Impact-Echo (IE) as a c...
This paper is an attempt to perform various Non-Destructive Tests on concrete structures. Various te...
This paper presents the results of an experimental study on the effects of elevated temperature on ...
An extensive research programme has been performed at Politecnico di Milano in order to identify qui...
The assessment of fire damage in concrete structures involves two complementary major tasks: on-site...
The post-fire residual strengths of in situ concrete and laboratory steel samples were evaluated in...
In order to analyse the behaviour of concrete under fire exposure experimental investigations are us...
Doctoral thesis is focused on the assessment of concrete structures after fire exposure and extends ...
As concrete structures exposed to fire behave in most cases very well, it could be of economic inter...
The fire resistance of concrete structures is generally good, but for some types of concrete fire sp...
During a fire, concrete structures behave in most cases very well. Therefore, it could be of economi...
Abstract Fire damage to concrete causes contact-type defects that degrade its durability through imp...
This study is under the field of Structural Forensic which is investigating the damages and any dete...