Japan's Ministry of Land, Infrastructure, Transport and Tourism surveyed and inspected bridges with the goal of increasing the lifespan of the bridges and to downwardly standardize bridge maintenance costs, and established the "Highway Bridges Long Life Repair Plan." According to the results of survey and inspection, the most serious damage to RC slabs is caused by fatigue deterioration, which results from the driving loads of large-sized vehicles, and aging of materials. In response to this, adhesion reinforcement using carbon fiber sheet is being adopted. Therefore, in this study, specimens with bottom side CFS adhesion reinforcement on the bottom surface of the RC slab were manufactured. Then, fatigue tests under running wh...
In order to reinforce Orthotropic Steel Deck (OSD) against fatigue, Steel Fiber Reinforced Concrete ...
Externally bonded CFRP (carbon fiber reinforced polymer) is being applied as a repair technique to e...
ABSTRACT: Fatigue life of RC bridge deck slab is simulated with full 3D nonlinear finite element ana...
Japan's Ministry of Land, Infrastructure, Transport and Tourism surveyed and inspected bridges w...
In 2004, Japan's Ministry of Land, Infrastructure, Transport and Tourism conducted an inspection...
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
Graduation date: 2006Fiber reinforced polymers (FRP) are becoming more widely used for repair and\ud...
In this repair method, two types of adhesives, such as a penetrable adhesive and a high-durability a...
In order to study the residual bearing capacity of the carriageway slab of a reinforced concrete rib...
One of the aims of applying sustainable development to bridge infrastructure was to provide bridge o...
This paper describes ongoing studies about application of Steel Fiber Reinforced Concrete (SFRC) pav...
PDFBriefMPC 15-292Fatigue crackingReinforced concrete bridgesReinforcing barsFiber reinforced polyme...
Graduation date: 2012Carbon fiber reinforced polymer (CFRP) materials are emerging as an effective m...
Deterioration of concrete bridge decks affects their durability, safety, and function. It is therefo...
Most research on fatigue strengthening of steel has focused on carbon fiber-reinforced polymer (CFRP...
In order to reinforce Orthotropic Steel Deck (OSD) against fatigue, Steel Fiber Reinforced Concrete ...
Externally bonded CFRP (carbon fiber reinforced polymer) is being applied as a repair technique to e...
ABSTRACT: Fatigue life of RC bridge deck slab is simulated with full 3D nonlinear finite element ana...
Japan's Ministry of Land, Infrastructure, Transport and Tourism surveyed and inspected bridges w...
In 2004, Japan's Ministry of Land, Infrastructure, Transport and Tourism conducted an inspection...
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
Graduation date: 2006Fiber reinforced polymers (FRP) are becoming more widely used for repair and\ud...
In this repair method, two types of adhesives, such as a penetrable adhesive and a high-durability a...
In order to study the residual bearing capacity of the carriageway slab of a reinforced concrete rib...
One of the aims of applying sustainable development to bridge infrastructure was to provide bridge o...
This paper describes ongoing studies about application of Steel Fiber Reinforced Concrete (SFRC) pav...
PDFBriefMPC 15-292Fatigue crackingReinforced concrete bridgesReinforcing barsFiber reinforced polyme...
Graduation date: 2012Carbon fiber reinforced polymer (CFRP) materials are emerging as an effective m...
Deterioration of concrete bridge decks affects their durability, safety, and function. It is therefo...
Most research on fatigue strengthening of steel has focused on carbon fiber-reinforced polymer (CFRP...
In order to reinforce Orthotropic Steel Deck (OSD) against fatigue, Steel Fiber Reinforced Concrete ...
Externally bonded CFRP (carbon fiber reinforced polymer) is being applied as a repair technique to e...
ABSTRACT: Fatigue life of RC bridge deck slab is simulated with full 3D nonlinear finite element ana...