The study identified in certain instances the effectiveness of the external post-tensioning in rehabilitating damaged structural beams. The study was focused on type of techniques employed externally, the various reasons, the problems encountered, the effectiveness in terms of strength, design, cost, time utilization, and the alternatives procedures and preventive measures to improve application of external post-tensioning techniques. The comparative analysis showed that the techniques employed by the OIC Post-Tensioning is cheaper than of the Freyssinet in terms of cost/strength ratio. The investigation however, reflected that techniques of application would depend on the system involving the beams, the columns and other obstruction in ins...
Every year numerous concrete girder bridges are damaged by overweight vehicles. When this happens, b...
The flexural strength of externally prestressed beams depends on the tendon stress at failure. If th...
The behaviour of prestressed concrete structures with unbonded tendons differs significantly from th...
Structural steel elements may be damaged due to excessive loads. This could be in time deflect or pe...
In this study, a post-tensioning method using externally unbonded steel rods was applied to pre-dama...
In recent years, the use of external prestressing technique has been growing rapidly in upgrading an...
This research is carried out to investigate the externally post-tensioning technique for strengtheni...
While the technology of post-tensioning has been widely used and well developed in concrete structu...
Retrofitting of existing concrete structures has become an important issue nowadays in the construct...
[Abstract]: Currently several bridges are considered as inadequate for the current traffic loads due...
Concrete structure experiencing any form of distress due to multiple reasons; need remedial, strengt...
External prestressing has become a popular technique in retrofitting of distressed concrete structur...
Recently in Japan, many reinforced concrete structures (RC) as well as prestressed concrete structur...
The need of rehabilitation and strengthening of concrete structures has increased considerably the l...
Strengthening and/or upgrading of concrete structures with bonded steel or FRP (Fiber Reinforced Pol...
Every year numerous concrete girder bridges are damaged by overweight vehicles. When this happens, b...
The flexural strength of externally prestressed beams depends on the tendon stress at failure. If th...
The behaviour of prestressed concrete structures with unbonded tendons differs significantly from th...
Structural steel elements may be damaged due to excessive loads. This could be in time deflect or pe...
In this study, a post-tensioning method using externally unbonded steel rods was applied to pre-dama...
In recent years, the use of external prestressing technique has been growing rapidly in upgrading an...
This research is carried out to investigate the externally post-tensioning technique for strengtheni...
While the technology of post-tensioning has been widely used and well developed in concrete structu...
Retrofitting of existing concrete structures has become an important issue nowadays in the construct...
[Abstract]: Currently several bridges are considered as inadequate for the current traffic loads due...
Concrete structure experiencing any form of distress due to multiple reasons; need remedial, strengt...
External prestressing has become a popular technique in retrofitting of distressed concrete structur...
Recently in Japan, many reinforced concrete structures (RC) as well as prestressed concrete structur...
The need of rehabilitation and strengthening of concrete structures has increased considerably the l...
Strengthening and/or upgrading of concrete structures with bonded steel or FRP (Fiber Reinforced Pol...
Every year numerous concrete girder bridges are damaged by overweight vehicles. When this happens, b...
The flexural strength of externally prestressed beams depends on the tendon stress at failure. If th...
The behaviour of prestressed concrete structures with unbonded tendons differs significantly from th...