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

共 32 条

[21] Shear buckling resistance and intermediate transverse stiffeners internal forces of full-scale steel plate girders - Experimental tests and numerical investigation
Freitas, Patricia
Nascimento, Sergio
Pedro, Jose J. Oliveira
ENGINEERING STRUCTURES, 2024, 314
[22] Prediction of slab track settlement using an innovative 3D train-track numerical tool: Full-Scale laboratory validation
Matias, Samuel R.
Ferreira, Patricia A.
Sainz-Aja, Jose A.
Pomb, Joao
CONSTRUCTION AND BUILDING MATERIALS, 2023, 408
[23] Seismic performance of full-scale self-centering reinforced concrete beam-column joints: Experimental, numerical and theoretical analysis
Wu, Zhenli
Lu, Xilin
Li, Lingzhi
Bao, Hongyin
Lu, Zhoudao
Yu, Kequan
JOURNAL OF BUILDING ENGINEERING, 2023, 78
[24] Numerical Modeling and Performance Assessment of FRP-Strengthened Full-Scale Circular-Hollow-Section Steel Columns Subjected to Vehicle Collisions
Alam, Md Iftekharul
Fawzia, Sabrina
Zhao, Xiao-Ling
Remennikov, Alex
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2020, 24 (03)
[25] A dry-connected rotational friction dissipative beam-to-column joint for precast concrete frame: full-scale experimental and numerical investigations
Yang, Cantian
Xie, Linlin
Li, Aiqun
Wang, Xinyu
JOURNAL OF BUILDING ENGINEERING, 2022, 54
[26] Experimental and numerical analysis of full-scale prestressed hollow-core slabs with shear-damage strengthened by implanting shear steel bars
Lu, Jinwei
Wei, Yang
Zhao, Kang
Lin, Yu
Gong, Zihan
Xing, Ze
Zheng, Kaiqi
STRUCTURES, 2025, 73
[27] Design and commission of an experimental test rig to apply a full-scale pressure load on composite sandwich panels representative of an aircraft secondary structure
Crump, D. A.
Dulieu-Barton, J. M.
Savage, J.
MEASUREMENT SCIENCE AND TECHNOLOGY, 2010, 21 (01)
[28] Strength evaluation of early-age full-scale unreinforced masonry walls against out-of-plane loading using experimental and numerical studies
Abasi, Ali
Banting, Bennett
Sadhu, Ayan
ENGINEERING STRUCTURES, 2025, 325
[29] On fabric materials response subjected to ballistic impact using meso-scale modeling. Numerical simulation and experimental validation
Giannaros, E.
Kotzakolios, A.
Sotiriadis, G.
Tsantzalis, S.
Kostopoulos, V
COMPOSITE STRUCTURES, 2018, 204 : 745 - 754
[30] A novel approach for determining cutting geometry for TBM using full-scale laboratory linear rock cutting and PFC3D-based numerical simulations
Ayawah, Prosper E. A.
Kaba, Azupuri G. A.
Gertsch, Leslie S.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 144

← 1 2 3 4 →