Numerical modeling and experimental validation of full-scale segment to support design of novel GFRP footbridge

被引：20

作者：

Chroscielewski, Jacek ^{[1
]}

Ferenc, Tomasz ^{[1
]}

Mikulski, Tomasz ^{[2
]}

Miskiewicz, Mikolaj ^{[1
]}

Pyrzowski, Lukasz ^{[1
]}

机构：

[1] Gdansk Univ Technol, Fac Civil & Environm Engn, Ul Narutowicza 11-12, PL-80233 Gdansk, Poland

[2] Gdansk Univ Technol, Fac Ocean Engn & Ship Technol, Ul Narutowicza 11-12, PL-80233 Gdansk, Poland

来源：

COMPOSITE STRUCTURES | 2019年 / 213卷

关键词：

SANDWICH PANELS; FRP COMPOSITES; STRENGTH; BEHAVIOR; HYBRID;

D O I：

10.1016/j.compstruct.2019.01.089

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The paper contains analysis of full-scaled three meters long segment of a novel composite footbridge. Both numerical modeling and experimental validation were performed. Analyzed object is a shell type sandwich channel-like structure made of composite sandwich with GFRP laminates as a skin and PET foam as a core. Several static load schemes were performed including vertical and horizontal forces. In FEM analysis multilayered laminate was modeled by means of Equivalent Single Layer (ESL) method while the foam was assumed as three-dimensional continuum. Results were compared with the ones obtained from experiments. Good agreement in comparison showed the correctness of conducted assumption what was a great support in designing process of fourteen-and-half meters long footbridge.

引用

页码：299 / 307

页数：9

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