While the requirements regarding the quality control of fresh concrete are nowadays increasing, the methods used for monitoring in-situ at the concreting site are lacking in many ways. They are widely used and for a low budget, but can not be used for reproducible and reliable measurements of the setting and hardening of cementitious materials while they are very limited in terms of control parameters. Systematic investigations as well as the increasing number of damages at the concreting site are demanding a new kind of quality management maybe based on ultrasound. In the last ten years a testing method based on ultrasound was developed at the IWB to control the hardening process of cementitious materials by means of non-destructive testin...
Recently, self-healing technologies have emerged as a promising approach to extend the service life ...
The increasing number of early deterioration symptoms found in relatively new concrete structures pr...
Early age deformations of concrete are involved in cracking which can lead to service life reduction...
The most reliable examination for concrete is mechanical testing (usually compression) after hardeni...
The implementation of non-destructive evaluation of fresh concrete by stress waves has attracted inc...
Ensuring the quality of fresh concrete and suitable curing conditions substantially reduces the poss...
Although the technique of using ultrasound has reached maturity by given the extent of the developme...
Tests were performed to evaluate the feasibility of using Ultrasonic Pulse Velocity Method (UPVM) in...
Tests were performed to evaluate the feasibility of using Ultrasonic Pulse Velocity Method (UPVM) in...
There are several methods for determination of the setting and early hardening in the cementitious c...
We present a new technique, based on pulse-echo ultrasound, for monitoring the entire setting proces...
High strength and durability are the key factors determining the quality of concrete. To achieve the...
The construction of cost-effective, high-strength and durable concrete structures is strongly b...
The paper deals with automated monitoring of damage evolution in concrete elements subjected to thre...
The development of early age properties of sprayed concrete is a key factor that governs its mix des...
Recently, self-healing technologies have emerged as a promising approach to extend the service life ...
The increasing number of early deterioration symptoms found in relatively new concrete structures pr...
Early age deformations of concrete are involved in cracking which can lead to service life reduction...
The most reliable examination for concrete is mechanical testing (usually compression) after hardeni...
The implementation of non-destructive evaluation of fresh concrete by stress waves has attracted inc...
Ensuring the quality of fresh concrete and suitable curing conditions substantially reduces the poss...
Although the technique of using ultrasound has reached maturity by given the extent of the developme...
Tests were performed to evaluate the feasibility of using Ultrasonic Pulse Velocity Method (UPVM) in...
Tests were performed to evaluate the feasibility of using Ultrasonic Pulse Velocity Method (UPVM) in...
There are several methods for determination of the setting and early hardening in the cementitious c...
We present a new technique, based on pulse-echo ultrasound, for monitoring the entire setting proces...
High strength and durability are the key factors determining the quality of concrete. To achieve the...
The construction of cost-effective, high-strength and durable concrete structures is strongly b...
The paper deals with automated monitoring of damage evolution in concrete elements subjected to thre...
The development of early age properties of sprayed concrete is a key factor that governs its mix des...
Recently, self-healing technologies have emerged as a promising approach to extend the service life ...
The increasing number of early deterioration symptoms found in relatively new concrete structures pr...
Early age deformations of concrete are involved in cracking which can lead to service life reduction...