Mode I and Mode II fracture behavior in pultruded glass fiber-polymer - Experimental and numerical investigation
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作者:
Cintra, Gisele G.
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Pontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, BrazilPontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, Brazil
Cintra, Gisele G.
[1
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Vieira, Janine D.
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Fluminense Fed Univ UFF, Dept Civil Engn, Rua Passo Patria 156, BR-24210240 Niteroi, RJ, BrazilPontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, Brazil
Vieira, Janine D.
[2
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Cardoso, Daniel C. T.
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Pontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, BrazilPontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, Brazil
Cardoso, Daniel C. T.
[1
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Keller, Thomas
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Ecole Polytech Fed Lausanne EPFL, Compos Construct Lab CCLab, BP 2124,Stn 16, CH-1015 Lausanne, SwitzerlandPontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, Brazil
Keller, Thomas
[3
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机构:
[1] Pontif Catholic Univ Rio de Janeiro PUC Rio, Dept Civil & Environm Engn, Rua Marques De Sao Vicente 225, BR-22451900 Rio De Janeiro, RJ, Brazil
[2] Fluminense Fed Univ UFF, Dept Civil Engn, Rua Passo Patria 156, BR-24210240 Niteroi, RJ, Brazil
Many recent works have shown that the capacity of pultruded glass fiber-polymer structural members is governed by interlaminar failure. However, there is still a lack of information regarding the fracture properties associated and the best techniques to be adopted. This paper aims to propose a testing methodology and to evaluate the interlaminar fracture of pultruded glass fiber-polymer specimens extracted from a composite bridge deck system. Both Modes I and II were investigated, through Double Cantilever Beam (DCB) and End-LoadedSplit (ELS) tests, respectively. The starter crack (or initial separation) was introduced via a water jet machine and the crack length was measured with the video extensometer technique. In all, nine different methods were applied to obtain the fracture toughness properties. The results are discussed and compared with 2D non-linear finite element models, where the cohesive zone model (CZM) approach was used. The Modified Beam Theory method (MBTASTM) presented the best results for crack propagation in Mode I, whereas differences lower than 1% from experiments were obtained when using the Corrected beam theory using effective crack length (CBTE) and the Experimental compliance method (EMC) methods for Mode II.
机构:
Univ Tokyo, Sch Engn, Dept Syst Innovat, Bunkyo Ku, 7-3-1 Hongo, Tokyo 1138656, JapanUniv Tokyo, Sch Engn, Dept Syst Innovat, Bunkyo Ku, 7-3-1 Hongo, Tokyo 1138656, Japan
Guo, Qitao
Ohsawa, Isamu
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Univ Tokyo, Sch Engn, Dept Syst Innovat, Bunkyo Ku, 7-3-1 Hongo, Tokyo 1138656, JapanUniv Tokyo, Sch Engn, Dept Syst Innovat, Bunkyo Ku, 7-3-1 Hongo, Tokyo 1138656, Japan
机构:
Hassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, MoroccoHassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, Morocco
El Moustaphaoui, Anouar
Chouaf, Abdelkarim
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Hassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, MoroccoHassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, Morocco
Chouaf, Abdelkarim
Kimakh, Khadija
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Hassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, MoroccoHassan II Univ, ENSEM, Lab Control & Mech Characterizat Mat & Struct, Casablanca, Morocco