Castellazzi / Gentilini / Di Tommaso | Mechanics of Masonry Structures Strengthened with Composite Materials IV | Buch | 978-3-0364-0049-5 | sack.de

Buch, Englisch, 528 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1020 g

Castellazzi / Gentilini / Di Tommaso

Mechanics of Masonry Structures Strengthened with Composite Materials IV

Buch, Englisch, 528 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1020 g

ISBN: 978-3-0364-0049-5
Verlag: Trans Tech Publications


This volume is a collection of peer-reviewed full text scientific papers presented at the International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials (MuRiCo 7) held entirely online on November 24-26, 2021. The purpose of this collection is to provide a review of the latest achievements in the modeling, testing, design, control, and health monitoring of masonry structures strengthened with composite materials.
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Preface
Chapter 1: Properties of Composite Materials Used for Structural Strengthening
Durability of Polyurethane Matrix in Composite Strengthening for Masonry
Preliminary Results on Natural Aging of GFRP-Reinforced Masonry Components Exposed to Outdoor Environmental Conditions
Long-Term Durability of Inorganic Matrix Composite (IMC) Systems under Sustained Tensile Loading
Influence of Freeze/Thaw and Alkaline Environment on the Mechanical Properties of a C-FRCM System Bonded on Masonry Substrate
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions
Durability of Stainless-Steel Reinforced Grout against Salt Attack
Tensile Behavior of FRCM Coupons under Thermal Stresses
Mechanical Behaviour of Glass Fibers FRCM and CRM Systems after Ageing in Alkaline Environments
Natural Fiber Composites for Structural Strengthening of Constructions
Cyclic Load Effects on the Bond Behavior of Textile Reinforced Mortar (TRM) Composites
The Potential of Beeswax Colloidal Emulsion/Films for Hydrophobization of Natural Fibers Prior to NTRM Manufacturing
Tensile Behavior of Textile-Reinforced Mortar: Influence of the Number of Layers and their Arrangement
Bamboo Fibers for the Reinforcement of Mortar and Plaster
Testing of Fabric Reinforced Cementitious Matrix in Shear without Substrate
Chapter 2: Materials for Masonry Structures
Adhesion Analysis between Concrete Layers Generated by a 3D Printing
Crystallization from Sodium Sulphate Solution Confined in Red Clay Brick during Temperature Decrease
Abandoned Mine Tailings and Coal Ash Industrial Wastes for Sustainable Production of Geopolymer Brick Masonry: South African Case Study
Challenges and Problems of Geopolymer Brick Masonry: A Review
Chapter 3: Computational Models of Masonry Elements Strengthened with Composite Materials
A Design-Oriented Stress-Strain Constitutive Model for Clay-Brick Masonry Columns Confined by FRP
Analysis of Linear Elastic Masonry-Like Solids Subjected to Settlements
A Simple and Low-Cost Numerical Model for FRP-Masonry Interface Behavior
Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates
Mesoscale Modelling of Normal Bond Behaviour between FRP and Masonry Substrate: Effect of Mortar Joint
Predictive Capability of a Finite Element Micro-Mechanical Model for Masonry Elements Reinforced Using CFRP
Closed-Form Solutions for FRP and FRCM Strengthening Brittle Substrates
A Simplified Modelling Approach for the In-Plane Analysis of Masonry Structures Strengthened by FRCMs
On the Modelling of Salt Crystallization-Induced Damage in Layered Porous Materials
Modelling of Curved Masonry Elements Reinforced with TRM: From a Detailed to a Simplified Approach
Numerical Simulations of Masonry Elements Strengthened through Fibre-Reinforced Mortar: Detailed Level Modelling Using the OOFEM Code
A Numerical Study to Predict the Mechanical Response of FRCM Composites
Modelling of FRP and FRCM-Confined Masonry Columns: Critical Review for Design and Intervention Strategies
An Updated Discrete Element Model for the In-Plane Behaviour of NFRCM Strengthened Masonry Walls
Numerical Analysis of Masonry Structures through a Modified Composite Interface (MCI) Model
Chapter 4: Properties and Behaviour of Masonry Elements Strengthened with Inorganic Composite Materials
Experimental Investigation on Strengthening of Soft Clay Brick Masonry Columns under Compression with Fiber-Reinforced Inorganic and Organic Matrixes
Experimental Investigation on Flexural Performance of Masonry Wallettes Strengthened with Cementitious Matrix Grid
Experimental Investigation on the Bond Behaviour of Masonry Element Strengthened with Carbon-TRM and Steel-TRM
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the a Coefficient
Structural Performances of Clay Brick Masonry Columns Partially Confined with FRCM/SRG Composites
Failure Modes of Masonry Pillars Strengthened with PBO Fibres
Bond Behavior of Steel Cords for SRG Systems to Cementitious and Lime Based Mortar
Diagonal Compression Tests on Stone Masonry Wallettes Jacketed with Different Techniques
In-Plane Behavior of Adobe Masonry Wallets Strengthened through Inorganic Matrix-Grid Composites
Shear Transfer Mechanisms of FRCM-Masonry Systems: A Critical Analysis of an Extended Database
Cyclic Out-of-Plane Behavior of FRCM-Strengthened Masonry Walls
Efficiency of Strengthening Interventions on Stone Masonry Panels through Grout Injection and FRCM
Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates
Experimental Qualification of PBO-FRCM Composites for Retrofitting Masonry Structures
A Novel Composite Reinforced Mortar for the Structural and Energy Retrofitting of Masonry Panels
Load Bearing Capacity of Masonry Arch Constructed by Means of a Patented Method: A Preliminary Study
Calibration of a Rigid-Trilinear Cohesive Material Law to Describe the Matrix-Fiber Bond Behavior in FRCM Composites
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening
Experimental Study on the Fiber-Matrix Interface Behavior of FRCM/CRM Reinforcement Systems
Relationship between Results of Tensile Test of FRCM Composites and the Fiber-Matrix Bond Properties
Finite Difference Model for the Bond Behaviour of Polyparaphenylene Benzobisoxazole (PBO) Fibre-Reinforced Composite System for Retrofitting Masonry
Experimental Study on the Tensile and Bond Properties of a FRCM System for Strengthening of Masonry Construction
Chapter 5: Properties and Behaviour of Masonry Elements Strengthened with Natural Fibres Composite Materials
FLAX-TRM for the In-Plane Shear Strengthening of Masonry
Debonding of Vegetal FRCM from Concrete Beams Subjected to Bending Loads
An Experimental Campaign on the Use of Natural Fibre-Reinforced Cementitious Matrixes
Characterization of Cementitious Mortar Reinforced with NFRC for Load-Bearing Masonry
Chapter 6: Techniques of Cultural Heritage Restoration with Composite Materials
Masonry Vaults Reinforcement with FRCM-PBO: Conservative and Structural Issues
Experimental Response of Rubble Stone Masonry Walls Retrofitted with Basalt Textile Reinforced Mortar under Compressive-and-Shear Load
The Contribution of Glass Microspheres and PP Fibers in the Properties of NHL Grouts
Design Criteria for Masonry Reinforcement with Composite Reinforced Mortars (CRM)


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