ˇ 5hihurqfldv %leolrjuiilfdv

��5HIHUrQFLDV�%LEOLRJUiILFDV��AGOPYAN, V., 0DWHULDLV� FRP� )LEUDV� SDUD� FRQVWUXomR� &LYLO. Revista Politécnica nº 182. São Paulo, 1983. AZIZ, M. A., PARAMASIVAM, P., Lee, S. L., &RQFUHWH� UHLQIRUFHG� ZLWK�QDWXUDO� ILEUHV, In: 1HZ� UHLQIRUFHG� FRQFUHWHV� ±� &RQFUHWH� WHFKQRORJ\� DQG�GHVLJQ� Vol. 2, Blackie & Son, London-U.K.,p.106-140, 1984.

AZIZ, M. A., PARAMASIVAM, P., Lee, S. L., 1DWXUDO� ILEUH� UHLQIRUFHG�FRPSRVLWH�EXLOGLQJ�PDWHULDOV�IRU�ORZ�LQFRPH, In: 6\PSRVLXP�RQ�%XLOGLQJ�0DWHULDOV�IRU�/RZ�,QFRPH�+RXVLQJ, p. 129-137, Bangkok, Thailand, 1987. BENTUR, A. e MINDESS, S., )LEHU� 5HLQIRUFHG� &HPHQWLWLRXV�&RPSRVLWHV, Elsevier Applied Science, U. K., 1990. BEAUDOIN, J. J., +DQGERRN� RI� ILEHU�UHLQIRUFHG� FRQFUHWH�� Noyes, New jersey, U. S. A., 1990. BALAGURU, P. N. and SHAH, S. P., )LEHU�5HLQIRUFHG� &HPHQW�&RPSRVLWHV, McGraw-Hill, New York, USA, pp.530, 1992. CALLISTER, WILLIAM D., 0DWHULDOV� 6FLHQFH� DQG� (QJLQHHULQJ� ±� $Q�,QWURGXGWLRQ, 3º Edição, John Wile & Sons, Inc., New York, 1994. CEPED Centro de Pesquisa e Desenvolvimento, 8WLOL]DomR� GH� ILEUDV�YHJHWDLV� QR� ILEUR�FLPHQWR� H� QR� FRQFUHWR�ILEUD. BNH-DEPEA, Rio de Janeiro, 1982. COOK, D.J., &RQFUHWH�DQG�&HPHQW�&RPSRVLWHV�5HLQIRUFHG�ZLWK�1DWXUDO�)LEUHV�� &RQFUHWH, International, Ci80, Fibrous Concrete. The Concrete Society, the Construction Press, UK, 99-114,1980. CONRADO de S. R., 0HFkQLFD� GD� )UDWXUD� GH�&RPSyVLWRV� GH�0DWUL]HV�5tJLGDV� µ$UJDPDVVD¶� 5HIRUoDGRV� FRP� )LEUDV� GH� 6LVDO, Dissertação de Mestrado, Departamento de Engenharia Civil Pontifícia Universidade Católica do Rio de Janeiro, 1999. COUTTS, R. S. P., :RRG�)LEUH�5HLQIRUFHG�&HPHQW�&RPSRVLWHV, Natural Fibre Reinforced Cement and Concret, Vol. 5, Edited by R. N. Swamy, Blackie and Son Ltd, London, pp. 1-62, 1988.

DBD

PUC-Rio - Certificação Digital Nº 0310971/CA

Referências Bibliográficas 88

CHAND, N., TIWARY, R. K. and ROHATGI, P. K., %LEOLRJUDSK\�5HVRXUFH�6WUXFWXUH� 3URSHUWLHV� RI� 1DWXUDO� &HOOXORVLF� )LEUHV�$Q� $QQRWDWHG�%LEOLRJUDSK\, Journal of Materials Science, nº 23, pp. 381-387, 1988. DANIEL, I. M., ISHAI, O., (QJLQHHULQJ� PHFKDQLFV� RI� FRPSRVLWH�PDWHULDOV. New York, USA: Oxford University Press, 1994. FERRI, M. G., 3ODQWDV� 3URGXWRUDV� GH� )LEUDV, Editora Pedagógica e Universitária Ltda, São Paulo, 1976. FUJIYAMA, R. T., $UJDPDVVD� GH� &LPHQWR� 5HIRUoDGD� SRU� )LEUDV� GH�6LVDO�� &DUDFWHUL]DomR� 0HFkQLFD� H� 0LFURHVWUXWXUDO, Dissertação de Mestrado, Departamento de Ciência dos Materiais e Metarlugia PUC-Rio, 1997. GHAVAMI, K., VELOSO, R. F. R., $QiOLVH� PLFURVFySLFD� GR� EDPEX� H�FRPSRUWDPHQWR�PHFkQLFR�GDV� ILEUDV�GH�FRFR. RI 03/85, DEC PUC-Rio, Rio de Janeiro, Brasil, 1985. GHAVAMI, K., TOLEDO FILHO, R. D., 8WLOL]DomR�GH�)LEUDV�1DWXUDLV�H�GR�%DPEX� FRPR� 0DWHULDLV� GH� &RQVWUXomR, Internacional Seminar on Agricultural Buildings, UNICAMP-Campinas, Fev. 3-8, 20pp, 1991. GHAVAMI, K. e TOLEDO FILHO, R. D., 'HVHQYROYLPHQWR�GH�0DWHULDLV�GH�&RQVWUXomR�GH�%DL[R�&XVWR�GH�(QHUJLD�XVDQGR�)LEUDV�1DWXUDLV��7HUUD�H�%DPEX, Revista Engenharia Agrícola 1(1) Editora Sociedade Brasileira de Engenharia Agrícola pp.1-19, 1992. GHAVAMI, K., TOLEDO FILHO, R. D., BARBOSA, N. P., %HKDYLRXU� RI�FRPSRVLWH� VRLO� UHLQIRUFHG� ZLWK� QDWXUDO� ILEUHV. Cement and Concrete Composite�Vol. 21, p. 39-48, 1999. GUIMARÃES, S. Da S., 8WLOL]DomR�GH�ILEUDV�YHJHWDLV�FRPR�UHIRUoR�SDUD�DUJDPDVVD� GH� FLPHQWR. In: Seminário Latino-Americano sobre Construccion de Vivendas econômicas, 2., Monterrey, Oct. 4-6, s.n.t., pp.181-206, 1982. GRAM, H. E., 'XUDELOLW\�RI�1DWXUDO�)LEHUV�LQ�&RQFUHWH, Swedish Cement and Concrete Research Institute, Research Fo. 1:83, 225 pp, 1983. GRAY, R. J. and JOHNSTON, C. D., 7KH�(IIHFW�RI�WKH�0DWUL[�&RPSRVLWLRQ�RQ� )LEHU�0DWUL[� LQWHUIDFLDO� %RQG� 6KHDU� 6WUHQJWK� LQ� )LEHU�5HLQIRUFHG�0RUWDU��&HPHQW�DQG�&RQFUHWH�5HVHDUFK, Vol. 14, pp. 285, 1984. GOMES, F., )HUUDPHQWD�SDUD�R�FXUDXi��Revista Agroamazônia, ano I, nº 7, setembro/2002.

DBD



HANNANT, D. J., )LEUH�FHPHQWV�DQG�ILEUH�FRQFUHW. New York, USA: John Wiley and Sons, 1978. HYSOL GRAFIL, Carbon Fibers, Resins and specialty Prepregs, *5$),/�7(67�0(7+2'6, Section 1.0 – Fibres, Test Reference 101.13, “Filament Tensile Strength and Modulus”, Properties, April 1977. JINDAL, U. C., 'HYHORSPHQW�DQG�7HVWLQJ�RI�%DPERR�)LEUHV�5HLQIRUFHG�3ODVWLF� &RPSRVLWHV, Jornal of Composites and Materials, Vol. 20, Jan., 1986. LOBATO de SIQUEIRA, J, (VWXGR� &RPSDUDWLYR� HQWUH� D� 8WLOL]DomR� GD�)LEUD� GH� 3ROLSURSLOHQR� H� D� )LEUD� GH� &XUDXi� HP� &RQFUHWRV� H�$UJDPDVVDV�&LPHQWtFLDV, Trabalho de Conclusão de Curso – Universidade da Amazônia-UNAMA, Centro de Ciências Exatas e Tecnologia-CCET, 2003. 0DQXDOHV� SDUD� HGXFDFLyQ� $JURSHFXiULD, Cultivos de Fibras, Produción Vegetal 13, Editora Trillas, (1985). MEHTA, K.; MONTEIRO, J. P., &RQFUHWR�� (VWUXWXUD�� 3URSULHGDGH� H�0DWHULDLV, São Paulo, SP – Ed. Pini, 1994. PETRUCCI, E. G. R., 0DWpULDV� GH�&RQVWUXomR, ed. Globo, Porto Alegre, 1978. PICANÇO, M. S., GHAVAMI K. 3URSULHGDGHV� )tVLFDV� H� 0HFkQLFDV� GD�)LEUD�9HJHWDO�&XUDXi, In: BRASIL NOCMAT 2004, Pirassununga – SP, 1º Conferência Brasileira de Materiais e Tecnologias não-convencionais-habitações e infra-estrutura de interesse social, 2004. RACINES, P. G. and PAMA, R. P., $� VWXG\� RI� %DJDVVH� )LEHU�&HPHQW�&RPSRVLWH� DV� /RZ�&RVW� &RQVWUXFWLRQ�0DWHULO, International Conference on Materials of Construction for Developing Countries, Bangkok, Thailand, August, pp. 191-205, 1978. RYDER, J. F., $SOLFDWLRQV�RI�ILEHU�FHPHQW��,Q��5LOHP�6\PSRVLXP�RI�ILEHU�UHLQIRUFHG�FHPHQW�DQG�FRQFUHW, Lancaster, 14-17, Sep., 1975. SAVASTANO Jr., H., AGOPYAN, V., )LEUDV� QDWXUDLV� SDUD� SURGXomR� GH�FRPSRQHQWHV� FRQVWUXWLYRV, Curso Internacional Materiales Compuestos Fibrorreforzados, Universidad Del Valle, Cali, Colombia, 1998. SANTOS T., F. 8WLOL]DomR� GH� )LEUDV� 9HJHWDLV� QD� &RQVWUXomR� &LYLO Trabalho de Iniciação Científica - Ensaios de Materiais Compósitos utilizando Fibras de Sisal, Pontifícia Universidade Católica do Rio de Janeiro, Departamento de Engenharia Civil 1995.

DBD



SOBRALl, H. S., 3URSULHGDGHV�GR�&RQFUHWR�(QGXUHFLGR. 4 ed. São Paulo, ABCP, 50p. ilus. 21 cm. (ET-61), 1997. TOLEDO FILHO, R. D., BARBOSA, N. P. and GHAVAMI, K., $SSOLFDWLRQV�RI�6LVDO�DQG�&RFRQXW�)LEUHV�LQ�$GREH�%ORFNV, Proceedings of the Second Internatinal RILEM Symposium on Vegetable Plants and Their Fibres as Building Material, Salvador, Brazil, Set. 17-21, pp. 139-149, 1990. TOLEDO FILHO, R. D., 0DWHULDLV� &RPSyVLWRV� 5HIRUoDGRV� FRP� ILEUDV�1DWXUDLV�� &DUDFWHUL]DomR� ([SHULPHQWDO, Tese de Doutorado, Departamento de Engenharia Civil, Pontifícia Universidade Católica do Rio de Janeiro DEC/PUC-Rio, Rio de Janeiro, 1997. TOLEDO FILHO, R. D e GHAVAMI, K., &RPSRUWDPHQWR�HP�FRPSUHVVmR�GH� DUJDPDVVDV� UHIRUoDGDV� FRP� ILEUDV� QDWXUDLV, I. Relação tensão-deformação experimental e processo de fratura. R. Brás. Eng. Agríc. Ambiental, Campina grande, v. i, p.79-88, 1997. WALKER; 3ULPDU\�:RRG�3URFHVVLQJ��3ULQFLSOHV�DQG�3UDFWLFH, Chapman and Hall, 595 pp, 1993.

DBD


Anexo A 91

$QH[R�$�

0

50

100

150

200

250

300

350

400

0 5000 10000 15000 20000 25000 30000 35000 40000

Deformação (micro-strain)

Ten

são

(MP

a)

CP1

CP2

CP3

CP4

CP5

Figura 1 – Diagrama tensão-deformação das fibras de curauá com espécimes de 50 mm de

comprimento de fibra de 1 a 5.

0

200

400

600

800

1000

0 5000 10000 15000 20000 25000 30000 35000 40000


Tens

ão (M

Pa)

CP6

CP7

CP8

CP9

CP10

Figura 2 – Diagrama tensão-deformação das fibras de curauá com espécimes de 50 mm de

comprimento de fibra de 6 a 10.

DBD


Anexo B 92

$QH[R�%�

-70

-60

-50

-40

-30

-20

-10

0-5000-3000-100010003000

Deformação(micro-strain)

Tens

ão(M

pa)

Def. Long. 01

Def. Trans. 01

Def. Long. 02

Def. Trans. 02

Def. Long.03

Def. Trans. 03

-70

-60

-50

-40

-30

-20

-10

0-5000-3000-100010003000


Tens

ão(M

Pa)

Def. Long. 04

Def. Trans. 04

Def. Long. 05

Def. Trans. 05

Def. Long. 06

Def. Trans. 06

Figura 1 – Tensão vs. Deformação na compressão – CPN00-0,40 - 1 a 6.

-35

-30

-25

-20

-15

-10

-5

0-3000-2000-100001000


Ten

são

(MP

a)

Def. Long. 01

Def. Trans. 01

Def. Long. 02

Def. Trans. 02

Def. Long. 03

Def. Trans. 03

-35

-30

-25

-20

-15

-10

-5

0-2000-1500-1000-50005001000

Deformção (micro-strain)

Tens

ão (M

Pa)

Def. Long. 04

Def. Trans. 04

Def. Long. 05

Def. Trans. 05

Def. Long. 06

Def. Trans. 06

Figura 2 – Tensão vs. Deformação na compressão – CPN00-0,59 – 1 a 6.

-14

-12

-10

-8

-6

-4

-2

0-20000-15000-10000-50000500010000


Ten

são

(MP

a)

Def. Long.01

Def. Trans.01

Def. Long.02

Def. Trans.02

Def. Long.03

Def. Trans.03

-14

-12

-10

-8

-6

-4

-2

0-4000-200002000400060008000


Tens

ão (M

Pa) Def. Long.04

Def. Trans.04

Def. Long.05

Def. Trans.05

Def. Long.06

Def. Trans.06

Figura 3 – Tensão vs. Deformação na compressão – CPC15-3% - 1 a 6.

DBD


Anexo B 93

-16

-14

-12

-10

-8

-6

-4

-2

0-3000200070001200017000


Ten

são

(MP

a) Def. Long.01

Def. Trans.01

Def. Long. 02

Def. Trans. 02

Def. Long. 03

Def. Trans. 03

-14-12-10-8-6-4-20

-15000-10000-50000500010000


Ten

são

(MP

a) Def. Long. 04

Def. Trans. 04

Def. Long. 05

Def. Trans. 05

Def. Long. 06

Def. Trans. 06


-25

-20

-15

-10

-5

0-10000-50000500010000


Tens

ão (M

Pa)

Def. Long.01

Def. Trans.01

Def. Long.02

Def. Trans.02

Def. Long.03

Def. Trans.03

-25

-20

-15

-10

-5

0-200002000400060008000


Tens

ão (M

Pa)

Def. Long.04

Def. Trans.04

Def. Long.05

Def. Trans. 05

Def. Long. 06

Def. Trans. 06


-25

-20

-15

-10

-5

0-500005000100001500020000


Tens

ão (M

Pa)

Def. Long.01

Def. Trans.01

Def. Long.02

Def. Trans.02

Def. Long.03

Def. Trans.03

-25

-20

-15

-10

-5

0-5000050001000015000


Tens

ão (M

Pa) Def. Long.04

Def. Trans.04

Def. Long.05

Def. Trans.05

Def. Long.06

Def. Trans.06


DBD


Anexo B 94

-25

-20

-15

-10

-5

0

-20000200040006000


Tens

ão (M

Pa) Def. Long. 01

Def. Trans. 01

Def. Long. 02

Def. Trans. 02

Def. Long. 03

Def. Trans. 03

-25

-20

-15

-10

-5

0

-1500-1000-500050010001500


Tens

ão(M

Pa) Def. Long. 04

Def. Trans. 04

Def. Long. 05

Def. Trasn. 05

Def. Long. 06

Def. Trans. 06

Figura 7 – Tensão vs. Deformação na compressão – CPS25-3% - 1 a 6.

-25

-20

-15

-10

-5

0-10000-5000050001000015000


Ten

são(

MP

a) Def. Long. 01

Def. Trans. 01

Def. Long. 02

Def. Trans. 02

Def. Long. 03

Def. Trans. 03

-25

-20

-15

-10

-5

0

-100000100002000030000


Tens

ão(M

Pa)

Def. Long. 04

Def. Trans. 04

Def. Long. 05

Def. Trans. 05

Def. Long. 06

Def. Trans. 06

Figura 8 – Tensão vs. Deformação na compressão – CPJ25-3% - 1 a 6.

-30

-25

-20

-15

-10

-5

0-30000-20000-10000010000


Ten

são

(MP

a) Def. Long.

Def. Trans.

Def. Vol.

Figura 9 – Tensão vs. Deformação na compressão – CPC15-3%.

DBD


Anexo B 95

-30

-25

-20

-15

-10

-5

0-30000-20000-10000010000


Tens

ão (M

Pa)

Def. Long.

Def. Trans.

Def. Vol.

Figura 10 – Tensão vs. Deformação na compressão – CPC25-2%

-30

-25

-20

-15

-10

-5

0-30000-25000-20000-15000-10000-5000050001000015000

Deformações (micro-strain)

Tens

ão (

MP

a)

def. trans.

def. vol.

def. long.


DBD


Anexo B 96

-30

-25

-20

-15

-10

-5

0-30000-20000-10000010000


Tens

ão (M

Pa)

Def. Long.

Def. Trans.

Def. Vol.


-30

-25

-20

-15

-10

-5

0-30000-20000-10000010000200003000040000


Ten

são(

MP

a)

Def. Long.Def. Trans.Def. Vol.

Figura 13 – Tensão vs. Deformação na compressão – CPJ25-3%

DBD


Anexo B 97

-30

-25

-20

-15

-10

-5

0

-1000-50005001000


Tens

ão(M

Pa)

Def. Long.

Def. Trans.

Def. Vol.

Figura 14 – Tensão vs. Deformação na compressão – CPS25-3%

-30

-25

-20

-15

-10

-5

0-3000-2000-1000010002000

Deformação Long. (micro-strain)

Tens

ão (M

Pa)

Def. Long

Def. Trans.

Def. Vol.

Figura 15 – Tensão vs. Deformação na compressão – CPN00-0%

DBD


Anexo B 98

-70

-60

-50

-40

-30

-20

-10

0-3000-2000-1000010002000


Ten

são(

Mpa

)

Def. Long.Def. Trans.Def. Vol

Figura 16 – Tensão vs. Deformação na compressão – CPN00-0%*

DBD


Anexo C 99

$QH[R�&�

0

0.5

1

1.5

2

2.5

3

0 2 4 6 8 10 12

Deslocamento (mm)

Car

ga (

KN

)

Desl. 1

Desl. 3

Desl. 2

Figura 1 – Carga-deslocamento de aplicação de carga na flexão em 4 pontos – CPN00-0%.

0

0.5

1

1.5

2

2.5

3

0 5 10 15

Deflexão (mm)

Car

ga (K

N)

Desl. 1

Desl. 2

Desl. 3

Figura 2 – Carga-deslocamento de aplicação de carga na flexão em 4 pontos – CPC25-2%.

DBD


Anexo C 100

0

0.5

1

1.5

2

2.5

3

0 5 10 15

Deslocamento (mm)

Car

ga (K

N) Desl. 1

Desl. 2

Desl. 3


0

0.5

1

1.5

2

2.5

3

0 2 4 6 8 10

Deslocamento (mm)

Car

ga (

KN

)

Desl. 01

Desl. 02

Desl. 03


DBD


Anexo C 101

0

0.5

1

1.5

2

2.5

3

0 2 4 6 8

Deslocamento (mm)

Car

ga (

kN)

Desl. 01

Desl. 02


DBD


ˇ 5hihurqfldv %leolrjuiilfdv

Documents