4.7 Article

Influence of counterface roughness on friction properties of engineering plastics for bearing applications

期刊

MATERIALS & DESIGN
卷 30, 期 5, 页码 1650-1658

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.matdes.2008.07.025

关键词

A. Polymers: thermoplastics; E. Mechanical properties of materials; H. Selection for materials properties; I. Adhesion

向作者/读者索取更多资源

The study investigates the effects of the roughness of the metal counterface (mirror finished or polished) on the coefficient of dry friction for some of the most common engineering plastics used in current bearing technology. The results show that an optimal roughness for minimum friction is likely to exist for any polymer, and it depends on the bulk properties of the polymer itself Soft plastics characterized by a low modulus of elasticity exhibit better sliding behaviour on very smooth, mirror finished surfaces, whereas for high-modulus plastics lower friction is measured in combination with rougher, polished counterfaces. The influence of the contact pressure and sliding velocity are also investigated and found to depend on the layout of the tribological system. (c) 2008 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Mechanics

Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation

Francesca Giulia Carozzi, Carlo Poggi, Elisa Bertolesi, Gabriele Milani

COMPOSITE STRUCTURES (2018)

Article Architecture

Vibration-Based Assessment of the Tensile Force in the Tie-Rods of the Milan Cathedral

Carmelo Gentile, Carlo Poggi, Antonello Ruccolo, Mira Vasic

INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE (2019)

Article Engineering, Geological

Experimental investigation of the cyclic response of double curved surface sliders subjected to radial and bidirectional sliding motions

Marco Furinghetti, Alberto Pavese, Virginio Quaglini, Paolo Dubini

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)

Article Construction & Building Technology

Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM)

Tommaso D'Antino, Francesca Giulia Carozzi, Carlo Poggi

MATERIALS AND STRUCTURES (2019)

Article Engineering, Civil

Direct Shear Bond Tests of Fabric-Reinforced Cementitious Matrix Materials

Francesca Giulia Carozzi, Diana Arboleda, Carlo Poggi, Antonio Nanni

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2020)

Article Chemistry, Physical

Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate

Angelo Savio Calabrese, Tommaso D'Antino, Pierluigi Colombi, Christian Carloni, Carlo Poggi

MATERIALS (2020)

Article Engineering, Geological

Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings

Emanuele Gandelli, Sergey Chernyshov, Johan Distl, Paolo Dubini, Felix Weber, Andreas Taras

Summary: The article presents a novel adaptive hysteretic damper (AHD) that can adjust its effective damping and stiffness according to the intensity of earthquakes, reducing peak floor accelerations (PFAs) for minor earthquakes and ensuring structural safety under major seismic events.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2021)

Article Chemistry, Physical

Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites

Angelo Savio Calabrese, Tommaso D'Antino, Pierluigi Colombi, Carlo Poggi

Summary: The study investigates the long-term tensile behavior of PBO FRCM composites under different environmental conditions, showing only limited reductions in tensile properties even after long exposure to aggressive environments.

MATERIALS (2022)

Article Geosciences, Multidisciplinary

Risk-aware navigation in industrial plants at risk of NaTech accidents

Gerard J. O'Reilly, Davit Shahnazaryan, Paolo Dubini, Emanuele Brunesi, Annalisa Rosti, Filippo Dacarro, Alberto Gotti, Davide Silvestri, Sergio Mascetti, Mattia Ducci, Mariano Ciucci, Alessandra Marino

Summary: Industrial plants are at risk of NaTech disasters due to earthquake damage and the potential release of toxic materials. The ROSSINI project aims to mitigate this risk by developing a data acquisition system and risk-based navigation application for safe worker egress during emergencies. The system estimates the risks associated with structural and non-structural damage and combines them with health risks from harmful substances to create a navigable risk map.

INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION (2023)

Article Construction & Building Technology

A New Seismic Classification Procedure for Nonstructural Elements Based on Fragility Curves

Maria Rota, Martino Zito, Federica Bianchi, Paolo Dubini

Summary: This paper proposes a simple and ready-to-use seismic classification scheme for nonstructural elements, which can be applied to both newly designed and existing elements. The classification helps identify the best typology for the site and building, and prioritize interventions for existing elements.

BUILDINGS (2023)

Proceedings Paper Engineering, Civil

Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments

Angelo Savio Calabrese, Tommaso D'Antino, Pierluigi Colombi, Christian Carloni, Carlo Poggi

Summary: Externally bonded fiber-reinforced composites (FRCM) are proven to be an effective solution to increase the fatigue life of reinforced concrete (RC) structures. However, limited research has been conducted on the fatigue behavior of the bond between the FRCM and the substrate. This paper provides a state-of-the-art review on the fatigue behavior of RC beams strengthened with different FRCM composites and presents preliminary results of an ongoing experimental campaign studying the bond fatigue behavior of polyparaphenylene benzo-bisoxazole (PBO) FRCMs.

10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021) (2022)

Proceedings Paper Engineering, Civil

Numerical Study of the Effective Lap-Splice Length of FRCM Composites

Tommaso D'Antino, Angelo Savio Calabrese, Pierluigi Colombi, Carlo Poggi

Summary: Fiber (or fabric) reinforced cementitious matrix (FRCM) composites are an attractive alternative to fiber reinforced polymer (FRP) composites for externally bonded reinforcement (EBR) of existing reinforced concrete (RC) and masonry structural members. This study proposes a method to verify the effective lap-splice length needed for the bond capacity of FRCM composites with overlapped textile. The proposal is based on comparing clevis-grip tensile tests and direct shear tests, and is validated by nonlinear finite element numerical models.

10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021) (2022)

Proceedings Paper Construction & Building Technology

Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting

F. G. Carozzi, T. D'Antino, A. Gatti, G. Mantegazza, C. Poggi

PROCEEDINGS OF ITALIAN CONCRETE DAYS 2018 (2020)

Proceedings Paper Construction & Building Technology

New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures

Luigi Ascione, Francesca Giulia Carozzi, Tommaso D'Antino, Carlo Poggi

XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR (2018)

Proceedings Paper Construction & Building Technology

In-situ experimental tests on masonry panels strengthened with Textile Reinforced Mortar composites

Francesca Giulia Carozzi, Tommaso D'Antino, Carlo Poggi

XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR (2018)

暂无数据