TY - GEN
T1 - EXPERIMENTAL STUDY ON A ROADMAP MODEL TO DESCRIBE THE MECHANICAL BEHAVIOR RELATED TO CONDITION OF DAMAGE AND REUSING FOCUS ON DETERIORATED RC BEAM IN QUANTITATIVELY
AU - Cao, Yilong
AU - Nishimura, Akihiko
AU - Luo, Xiu
AU - Okoshi, Masao
AU - Tang, Wendong
AU - Nishimura, Hidekazu
N1 - Publisher Copyright:
© Fédération Internationale du Béton – International Federation for Structural Concrete.
PY - 2022
Y1 - 2022
N2 - This study aims to quantitatively evaluate the initial performance, critical performance, and effect of repairs for the reuse of RC beams by a roadmap model, focused on the conditions that cause the highest degrees of deterioration. First, as a method of grasping the load-carrying capacity and deformation performance after repairs, a static loading test was carried out after the repair was performed. At the same time, to investigate the effect of repairs using a nondestructive inspection method, the natural frequency was measured by impact vibration testing at each loading stage. Next, to examine the results of impact vibration tests, eigenvalue analyses were conducted using deterioration conditions and spring constant values as parameters, and where local reduction of bending stiffness to the beam could be considered rationally. In addition, by confirming the influence of spring constant value, which is a boundary of the beam during the process of eigenvalue analysis, it was possible to adopt a vibration mode that better reflects the condition of the frame, which was used as the evaluation index. Then, based on the index, mechanical behavior in several conditions and the evaluating result of repairs focusing on reuse were organized. Based on these results, we examined recommended countermeasures according to each situation and prototyped a roadmap model for maintenance.
AB - This study aims to quantitatively evaluate the initial performance, critical performance, and effect of repairs for the reuse of RC beams by a roadmap model, focused on the conditions that cause the highest degrees of deterioration. First, as a method of grasping the load-carrying capacity and deformation performance after repairs, a static loading test was carried out after the repair was performed. At the same time, to investigate the effect of repairs using a nondestructive inspection method, the natural frequency was measured by impact vibration testing at each loading stage. Next, to examine the results of impact vibration tests, eigenvalue analyses were conducted using deterioration conditions and spring constant values as parameters, and where local reduction of bending stiffness to the beam could be considered rationally. In addition, by confirming the influence of spring constant value, which is a boundary of the beam during the process of eigenvalue analysis, it was possible to adopt a vibration mode that better reflects the condition of the frame, which was used as the evaluation index. Then, based on the index, mechanical behavior in several conditions and the evaluating result of repairs focusing on reuse were organized. Based on these results, we examined recommended countermeasures according to each situation and prototyped a roadmap model for maintenance.
KW - Impact vibration test
KW - Mechanical behavior
KW - Quantitative assessment
KW - RC beam
KW - Repair
KW - Road map model
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M3 - Conference contribution
AN - SCOPUS:85143890588
SN - 9782940643158
T3 - fib Symposium
SP - 2083
EP - 2092
BT - Proceedings for the 6th fib International Congress, 2022- Concrete Innovation for Sustainability
A2 - Stokkeland, Stine
A2 - Braarud, Henny Cathrine
PB - fib. The International Federation for Structural Concrete
T2 - 6th fib International Congress on Concrete Innovation for Sustainability, 2022
Y2 - 12 June 2022 through 16 June 2022
ER -