Stress analysis of masonry vaults and static efficacy of FRP repairs

被引：45
|
作者：
Baratta, Alessandro [1 ]
Corbi, Ottavia [1 ]
机构：
[1] Univ Naples Federico II, Dept Sci Costruzioni, Naples, Italy
来源：
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 2007年 / 44卷 / 24期
关键词：
Masonry-like structures; not-resisting-tension model; theoretical approaches; numerical-experimental validation;
D O I：
10.1016/j.ijsolstr.2007.05.024
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
In the paper, the basic principles for the analysis of structures made by Not-Resisting-Tension (NRT) material are introduced; the theory is then applied for investigating the static behaviour of a NRT masonry arch model and to test the effect of reinforcements made by FRP strips of variable length. A wide experimental campaign is developed and numerical/experimental comparison is provided in order to evaluate the skill of the adopted model in capturing the real behaviour of the structure with or without reinforcement. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码：8028 / 8056
页数：29
相关论文
共 50 条
  • [1] Experimental and theoretical analysis of masonry vaults with FRP reinforcements
    Faccio, P
    Foraboschi, P
    ADVANCED COMPOSITE MATERIALS IN BRIDGES AND STRUCTURES, 2000, : 629 - 636
  • [2] Experimental Analysis of Dynamic Effects of FRP Reinforced Masonry Vaults
    Corradi, Marco
    Borri, Antonio
    Castori, Giulio
    Coventry, Kathryn
    MATERIALS, 2015, 8 (12) : 8059 - 8071
  • [3] Static analysis of masonry vaults, constitutive model and numerical analysis
    Lucchesi, Massimiliano
    Padovani, Cristina
    Pasquinelli, Giuseppe
    Zani, Nicola
    JOURNAL OF MECHANICS OF MATERIALS AND STRUCTURES, 2007, 2 (02) : 221 - 244
  • [4] The masonry vaults: Geometry definition and possible approaches to the static analysis
    Corbi, O.
    STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTION: PRESERVING SAFETY AND SIGNIFICANCE, VOLS 1 AND 2, 2008, : 303 - 310
  • [5] Behavior of brick masonry vaults strengthened by FRP laminates
    Valluzzi, MR
    Valdemarca, M
    Modena, C
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2001, 5 (03) : 163 - 169
  • [6] Topology Optimization of the FRP for strengthening of masonry barrel vaults
    Tarhan, Ismail Hakki
    Uysal, Habib
    ENGINEERING FAILURE ANALYSIS, 2023, 151
  • [7] Stress analysis of masonry structures: Arches, walls and vaults
    Baratta, A.
    Corbi, I.
    Corbi, O.
    STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTION: PRESERVING SAFETY AND SIGNIFICANCE, VOLS 1 AND 2, 2008, : 321 - 329
  • [8] Closed-form solutions for FRP strengthening of masonry vaults
    Baratta, Alessandro
    Corbi, Ottavia
    COMPUTERS & STRUCTURES, 2015, 147 : 244 - 249
  • [9] Reduction of the lateral thrust of masonry arches and vaults with FRP composites
    De Lorenzis, Laura
    Dimitri, Rossana
    La Tegola, Antonio
    CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (07) : 1415 - 1430
  • [10] Theoretical analysis and a case study of historical masonry vaults strengthened by using advanced FRP
    Borri, A
    Avorio, A
    Bottardi, M
    ADVANCED COMPOSITE MATERIALS IN BRIDGES AND STRUCTURES, 2000, : 577 - 584
12345