Fracture Behavior of Ferrocement Beams
Data(s) |
01/07/1986
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Resumo |
An attempt is made to study the fracture behavior of ferrocement beams using J-integral and critical crack opening displacement approaches. Ferrocement beams with three different relative notch depths and different percentages of mesh reinforcement were tested in four-point bending (third-point loading). The experimental results were used to evaluate the apparent J-integral and CODc values. Results show that the apparent J-integral does not seem to follow any particular trend in variation with notch depth, but is sensitive to the increase of mesh reinforcement. Hence, the apparent J-integral appears to be a useful fracture criterion for ferrocement. The computed values of CODt are found to be dependent on the depth of notch and, thus, cannot possibly be considered as a suitable fracture criterion for ferrocement. |
Formato |
application/pdf |
Identificador |
http://eprints.iisc.ernet.in/22239/1/GetPDFServlet.pdf Desayi, P and Ganesan, N (1986) Fracture Behavior of Ferrocement Beams. In: Journal of Structural Engineering, 112 (7). 1509 -1525. |
Publicador |
American Society of Civil Engineers |
Relação |
http://scitation.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JSENDH000112000007001509000001&idtype=cvips&gifs=yes http://eprints.iisc.ernet.in/22239/ |
Palavras-Chave | #Civil Engineering |
Tipo |
Journal Article PeerReviewed |