EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading

K. Rokugo (2001). "EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading." In Proceedings of FraMCoS 4, Cachan, France.

K. Rokugo. "EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading." Paper presented at FraMCoS 4, Cachan, France, 2001.

K. Rokugo, "EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{k-rokugo2001,
  title     = {EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading},
  author    = {K. Rokugo},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - EvaluationandImprovementofPerformance ofConcreteBeamsagainstImpact Loading
AU  - K. Rokugo
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/EvaluationandImprovementofPerformance_ofConcreteBeamsagainstImpact_Loading.pdf
AB  - This paper presents the results of repeated impact drop-weight test with gradually increasing drop-height on prestressed concrete (PC) beams reinforced with sho1i steel-fibers. In addition, the concrete beam with a buffer layer made of a cement-based material with micro-fibers has been developed for improv- ing the impact resistance. Not only global response (drop-height and load-displacement relations) but also the size of local damaged zone in concrete (cracks, spalling of concrete portions and so forth) was investigated. The prestressing and reinforcing with short steel-fibers impa1i the impact resistance to concrete beams. This paper also reports that the relationship between the steel-fiber…
ER  -