More than 40 years ago, the expansion joints on the Basel border bridge were constructed using corbels and dapped ends. The consoles had to be reinforced as part of the renovation measures due to damage caused by chloride entry and due to the increased loads. Diagonal rods, which were prestressed, were used. Fiber-optic sensors were additionally installed to these highly stressed rods in order to measure the strains and temperatures. This now makes it possible to measure the actual strains in the strengthening of the corbel, estimate fatigue loads, and set up a warning system in case of overstressing. This article presents the design of the measurement system and the analysis of the data. Furthermore, the reference measurements that can est...
Full-scale failure tests are rarely performed on structures, primarily due to their high costs and t...
This article presented a physics-based structural health monitoring (SHM) approach applied to a pret...
This paper addresses the problems of effective in situ measurement of the real-time strain for bridg...
This paper presents data from fiber-optic strain monitoring of the Nine Wells Bridge, which is a thr...
Abstract: Maintenance and repair of the reinforced concrete structures becomes a very important fiel...
924874Final reportPDFResearch Paperhttp://ntl.bts.gov/lib/200207/15cb006.pdfhttp://ntl.bts.gov/lib/1...
This dataset contains fibre-optic strain and temperature readings taken from two pre-stressed concre...
This paper presented a new retrofit system for strengthening the stringer-to-floor-beam double-angle...
The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years...
The research presented in this Licentiate thesis is intended to cover minor areas of the wide resear...
Field validation of fiber reinforced polymer (FRP) bridges through load testing provides a means of ...
The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years...
Bridges are an important element of the infrastructure today. The technical competence has reached h...
The paper reports results obtained from an unusual situation in structural monitoring - a "test-to-d...
As traffic loads increase and bridges age the need for structural health monitoring is growing. With...
Full-scale failure tests are rarely performed on structures, primarily due to their high costs and t...
This article presented a physics-based structural health monitoring (SHM) approach applied to a pret...
This paper addresses the problems of effective in situ measurement of the real-time strain for bridg...
This paper presents data from fiber-optic strain monitoring of the Nine Wells Bridge, which is a thr...
Abstract: Maintenance and repair of the reinforced concrete structures becomes a very important fiel...
924874Final reportPDFResearch Paperhttp://ntl.bts.gov/lib/200207/15cb006.pdfhttp://ntl.bts.gov/lib/1...
This dataset contains fibre-optic strain and temperature readings taken from two pre-stressed concre...
This paper presented a new retrofit system for strengthening the stringer-to-floor-beam double-angle...
The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years...
The research presented in this Licentiate thesis is intended to cover minor areas of the wide resear...
Field validation of fiber reinforced polymer (FRP) bridges through load testing provides a means of ...
The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years...
Bridges are an important element of the infrastructure today. The technical competence has reached h...
The paper reports results obtained from an unusual situation in structural monitoring - a "test-to-d...
As traffic loads increase and bridges age the need for structural health monitoring is growing. With...
Full-scale failure tests are rarely performed on structures, primarily due to their high costs and t...
This article presented a physics-based structural health monitoring (SHM) approach applied to a pret...
This paper addresses the problems of effective in situ measurement of the real-time strain for bridg...