☆ 4.7 Article

Topology Optimization of the FRP for strengthening of masonry barrel vaults

ENGINEERING FAILURE ANALYSIS (2023)

相关参考文献

注意：仅列出部分参考文献，下载原文获取全部文献信息。

Article Engineering, Civil

An experimental and numerical study of the strengthening of masonry brick vaults

Sukran Tanriverdi

Summary: Experimental studies were conducted to investigate reinforcement techniques for masonry vaults using steel and different types of CFRP strip applications. The results showed that the load-bearing capacity of the reinforced samples increased by at least 45% compared to the non-reinforced sample.

STRUCTURES (2023)

添加到收藏夹

Article Mechanics

Closed-form model for curved brittle substrates reinforced with FRP strips

Yu Yuan et al.

Summary: This study proposes a new method to predict and simulate bond behavior in reinforced curved masonry structures. By using an analytical model and an interface cohesive law, this method accurately predicts bond strength with minimal parameters and calculation effort.

COMPOSITE STRUCTURES (2023)

添加到收藏夹

Article Mechanics

Micro-mechanical FE modelling and constitutive parameters calibration of masonry panels strengthened with CFRP sheets

Tommaso Rotunno et al.

Summary: This paper presents the development of a micro-mechanical finite element model that can simulate the behavior of masonry walls reinforced with CFRP sheets. The study shows that when CFRP sheets are bonded parallel to the bed joints, the walls behave like un-connected masonry portions. Therefore, only this effective part is considered in the research. The study calibrates the constitutive parameters and performs a sensitivity analysis.

COMPOSITE STRUCTURES (2022)

添加到收藏夹

Article Engineering, Mechanical

The cause of damage and failure of the Mud-brick vault of the Khan in New-Gourna

Simon Szabo et al.

Summary: This study focuses on the Khan, a central building in New Gourna, Egypt, designed by Hassan Fathy. Using advanced Finite Element method, the study simulated the gradual deformation and failure of the structure, ultimately finding that the wetting of the mud mortar between the limestone elements in the plinth is the root cause of the failure. This wetting is believed to be caused by the dramatic change in groundwater level due to the construction of the Aswan High Dam and the increase in wastewater caused by a growing population in New Gourna.

ENGINEERING FAILURE ANALYSIS (2021)

添加到收藏夹

Article Engineering, Civil

Seismic vulnerability assessment of free-standing massive masonry columns by the 3D Discrete Element Method

Jinwoo Kim et al.

Summary: The study focuses on seismic vulnerability assessment of free-standing masonry columns using the 3-D Discrete Element Method. It includes calibration of elastic parameters and development of fragility curves from time history analysis results. The method was verified on water towers in Pompeii, Italy, showing the potential for assessing overturning probabilities and conducting parametric studies of damping constants.

ENGINEERING STRUCTURES (2021)

添加到收藏夹

Article Engineering, Mechanical

Unreinforced and TRM-Reinforced Masonry Building Subjected to Pseudodynamic Excitations: Numerical and Experimental Insights

Ersilia Giordano et al.

Summary: This paper presents a numerical study on a U-shaped masonry structure reinforced with Textile Reinforced Mortar (TRM) subjected to horizontal loads. The study involved pseudodynamic displacement-driven cycles and nonlinear numerical simulations to evaluate the effectiveness of TRM strengthening in improving the behavior of old masonry buildings under horizontal loads.

JOURNAL OF ENGINEERING MECHANICS (2021)

添加到收藏夹

Article Green & Sustainable Science & Technology

A Parametric Scan-to-FEM Framework for the Digital Twin Generation of Historic Masonry Structures

Marco Francesco Funari et al.

Summary: The article introduces a parametric Scan-to-FEM approach suitable for architectural heritage, emphasizing detail and speed. By validating the method on a Portuguese monument, the effectiveness of this approach is demonstrated.

SUSTAINABILITY (2021)

添加到收藏夹

Article Engineering, Mechanical

Laboratory and numerical analysis of failure of stone masonry arches with and without reinforcement

Richard Varro et al.

Summary: Maintenance and determination of load-bearing capacity of existing masonry arch structures are important issues. Testing on smaller models under laboratory conditions helps understand their behavior and determine key parameters. The research also includes destructive tests of small scale stone masonry arches to compare reinforced and unreinforced structures.

ENGINEERING FAILURE ANALYSIS (2021)

添加到收藏夹

Article Humanities, Multidisciplinary

Quasi-Static Nonlinear Seismic Assessment of a Fourth Century AD Roman Aqueduct in Istanbul, Turkey

Semih Gonen et al.

Summary: This study utilizes advanced nonlinear analyses to simulate the structural behavior of historic masonry constructions, focusing on seismic capacity. The research employs the discrete element method to explicitly represent discontinuities in stone masonry structures and investigates the effects of joint properties on structural response through parametric studies.

HERITAGE (2021)

添加到收藏夹

Article Architecture

LiABlock_3D: A Software Tool for Collapse Mechanism Analysis of Historic Masonry Structures

Lucrezia Cascini et al.

INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE (2020)

添加到收藏夹

Article Engineering, Civil

A Discrete Element Method based-approach for arched masonry structures under blast loads

Filippo Masi et al.

ENGINEERING STRUCTURES (2020)

添加到收藏夹

Article Construction & Building Technology

Expeditious damage index for arched structures based on dynamic identification testing

Ersilia Giordano et al.

CONSTRUCTION AND BUILDING MATERIALS (2020)

添加到收藏夹

Article Engineering, Geological

Effectiveness of seismic retrofitting of a historical masonry structure: Kutahya Kurunlu Mosque, Turkey

Abide Asikoglu et al.

BULLETIN OF EARTHQUAKE ENGINEERING (2019)

添加到收藏夹

Review Engineering, Geological

Review of experimental tests and numerical study on masonry vaults reinforced through fiber-reinforced mortar coating

Natalino Gattesco et al.

BULLETIN OF EARTHQUAKE ENGINEERING (2019)

添加到收藏夹

Article Chemistry, Physical

Combined Strengthening Techniques to Improve the Out-of-Plane Performance of Masonry Walls

Elena Ferretti et al.

MATERIALS (2019)

添加到收藏夹

Article Engineering, Multidisciplinary

Shear capacity of masonry panels repaired with composite materials: Experimental and analytical investigations

Valerio Alecci et al.

COMPOSITES PART B-ENGINEERING (2019)

添加到收藏夹

Article Engineering, Mechanical

Multi-tiered Nepalese temples: Advanced numerical investigations for assessing performance at failure under horizontal loads

Mirko Pejatovic et al.

ENGINEERING FAILURE ANALYSIS (2019)

添加到收藏夹

Article Architecture

An Enhanced Finite Element Macro-Model for the Realistic Simulation of Localized Cracks in Masonry Structures: A Large-Scale Application

Savvas Saloustros et al.

INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE (2018)

添加到收藏夹

Article Mechanics

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

Francesca Giulia Carozzi et al.

COMPOSITE STRUCTURES (2018)

添加到收藏夹

Article Mechanics

Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses

Elisa Bertolesi et al.

COMPOSITE STRUCTURES (2018)

添加到收藏夹

Article Mechanics

Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips

Tommaso Rotunno et al.

COMPOSITE STRUCTURES (2018)

添加到收藏夹

Article Construction & Building Technology

Plane and vaulted masonry elements strengthened by different techniques - Testing, numerical modeling and nonlinear analysis

Gehan Hamdy et al.

JOURNAL OF BUILDING ENGINEERING (2018)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Optimal strengthening of no-tension structures with externally bonded reinforcing layers or ties

Matteo Bruggi et al.

STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION (2017)

添加到收藏夹

Article Construction & Building Technology

Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing

Bartolomeo Panto et al.

BUILDINGS (2017)

添加到收藏夹

Article Engineering, Multidisciplinary

Out-of-plane behavior of reinforced masonry walls: Experimental and crossMark numerical study

Natalino Gattesco et al.

COMPOSITES PART B-ENGINEERING (2017)

添加到收藏夹

Article Mechanics

Intrados strengthening of brick masonry arches with different FRCM composites: Experimental and analytical investigations

Valerio Alecci et al.

COMPOSITE STRUCTURES (2017)

添加到收藏夹

Article Construction & Building Technology

Numerical modelling of FRP-reinforced masonry walls under in-plane seismic loading

Si Zhang et al.

CONSTRUCTION AND BUILDING MATERIALS (2017)

添加到收藏夹

Article Mechanics

An adaptive multiscale strategy for the damage analysis of masonry modeled as a composite material

Fabrizio Greco et al.

COMPOSITE STRUCTURES (2016)

添加到收藏夹

Article Engineering, Civil

Collapse analysis of slender masonry barrel vaults

G. Ramaglia et al.

ENGINEERING STRUCTURES (2016)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Optimal FRP reinforcement of masonry walls out-of-plane loaded: A combined homogenization-topology optimization approach complying with masonry strength domain

Matteo Bruggi et al.

COMPUTERS & STRUCTURES (2015)

添加到收藏夹

Article Mechanics

Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers

Matteo Bruggi et al.

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2015)

添加到收藏夹

Article Archaeology

Experimental modal analysis of brick masonry arches strengthened prepreg composites

Ferit Cakir et al.

JOURNAL OF CULTURAL HERITAGE (2015)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending

Matteo Bruggi et al.

COMPUTERS & STRUCTURES (2014)

添加到收藏夹

Article Construction & Building Technology

Assessment of curved FRP-reinforced masonry prisms: Experiments and modeling

I. Basilio et al.

CONSTRUCTION AND BUILDING MATERIALS (2014)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

The use of topology optimization in disposing carbon fiber reinforcement for concrete structures

J. Cunha et al.

STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION (2014)

添加到收藏夹

Article Engineering, Multidisciplinary

Numerical study of the role of mortar joints in the bond behavior of FRP-strengthened masonry

Bahman Ghiassi et al.

COMPOSITES PART B-ENGINEERING (2013)

添加到收藏夹

Article Engineering, Mechanical

A numerical model for the analysis of masonry walls in-plane loaded and strengthened with steel bars

A. H. Akhaveissy et al.

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES (2013)

添加到收藏夹

Article Mechanics

Topology optimization of the fiber-reinforcement retrofitting existing structures

Matteo Bruggi et al.

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2013)

添加到收藏夹

Article Engineering, Civil

Structural Behavior of Arch Models Strengthened Using Fiber-Reinforced Polymer Strips of Different Lengths

Luisa Rovero et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2013)

添加到收藏夹

Article Construction & Building Technology

Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault - A case study

S. S. Mahini et al.

CONSTRUCTION AND BUILDING MATERIALS (2012)

添加到收藏夹

Article Engineering, Multidisciplinary

Intrados strengthening of brick masonry arches with composite materials

Antonio Borri et al.

COMPOSITES PART B-ENGINEERING (2011)

添加到收藏夹

Review Computer Science, Interdisciplinary Applications

Structural Analysis of Masonry Historical Constructions. Classical and Advanced Approaches

Pere Roca et al.

ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING (2010)

添加到收藏夹

Article Engineering, Civil

Experimental tests and numerical modeling of reinforced masonry arches

Ilaria Cancelliere et al.

ENGINEERING STRUCTURES (2010)

添加到收藏夹

Article Engineering, Civil

Experimental Behavior of FRP Strengthened Masonry Arches

Daniel V. Oliveira et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2010)

添加到收藏夹

Article Engineering, Civil

Seismic Assessment of the Bell Tower of Santa Maria Del Carmine: Problems and Solutions

Francesca Ceroni et al.

JOURNAL OF EARTHQUAKE ENGINEERING (2010)

添加到收藏夹

Article Construction & Building Technology

Stress-strain characteristics of clay brick masonry under uniaxial compression

Hemant B. Kaushik et al.

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2007)

添加到收藏夹

Article Construction & Building Technology

Reduction of the lateral thrust of masonry arches and vaults with FRP composites

Laura De Lorenzis et al.

CONSTRUCTION AND BUILDING MATERIALS (2007)

添加到收藏夹

Article Engineering, Civil

Strengthening of masonry arches with fiber-reinforced polymer strips

P Foraboschi

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2004)

添加到收藏夹

Article Engineering, Civil

Behavior of brick masonry vaults strengthened by FRP laminates

MR Valluzzi et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2001)

添加到收藏夹

© Peeref 2019-2024. All rights reserved.