Experimental tests and FEM model for SFRC beams under flexural and shear loads

被引：0
|
作者：
Colajanni, Piero [1 ]
La Mendola, Lidia [2 ]
Priolo, Salvatore [2 ]
Spinella, Nino [1 ]
机构：
[1] Univ Messina, Dipartimento Ingn Civile, Cda Dio 1,Vill S Agata, I-98166 Messina, Italy
[2] Univ Palermo, Dipartimento Ingn Strutturale & Geotecn, I-90128 Palermo, Italy
来源：
2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2 | 2008年 / 1020卷
关键词：
experimental tests; fiber-reinforced concrete; shear and flexure; FEM analysis;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The complete load-vs-displacement curves obtained by four-point-bending tests on Steel Fiber Reinforced Concrete (SFRC) beams are predicted by using a nonlinear finite element code based on the Modified Compression Field Theory (MCFT) and the Disturbed Stress Field Model (DSFM) suitably adapted for SFRC elements. The effect of fibers on the shear-flexure response is taken into account, mainly incorporating tensile stress-strain analytical relationship for SFRC. The numerical results show the effectiveness of the model for prediction of the behavior of the tested specimens reinforced with light amount of stirrups or with fibers only.
引用
收藏
页码：872 / +
页数：2
相关论文
共 50 条
  • [21] COLLAPSE LOADS OF CANTILEVER BEAMS UNDER END SHEAR
    CHEN, WP
    SHOEMAKER, EM
    ACTA MECHANICA, 1972, 13 (3-4) : 191 - +
  • [22] Experimental study on the shear behaviour of SFRC composite beams subjected to uniformly distributed load
    Wuhan Cehui Keji Daxue Xuebao, 2 (172-176):
  • [23] An Experimental Study of Welded Bar Sleeve Wall Panel Connection under Tensile, Shear, and Flexural Loads
    Jen Hua Ling
    Ahmad Baharuddin Abd. Rahman
    Izni Syahrizal Ibrahim
    Zuhairi Abdul Hamid
    International Journal of Concrete Structures and Materials, 2017, 11 : 525 - 540
  • [24] An Experimental Study of Welded Bar Sleeve Wall Panel Connection under Tensile, Shear, and Flexural Loads
    Ling, Jen Hua
    Abd Rahman, Ahmad Baharuddin
    Ibrahim, Izni Syahrizal
    Hamid, Zuhairi Abdul
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2017, 11 (03) : 525 - 540
  • [25] Influence of steel fibers on the shear and flexural performance of high-strength concrete beams tested under blast loads
    Algassem, O.
    Li, Y.
    Aoude, H.
    FIBRE CONCRETE 2017, 2017, 246
  • [26] Behavior and shear strength of SFRC beams without stirrups: proposed model and parametric analyses
    Debella, Leticia Col
    de Sousa, Alex Micael Dantas
    de Resende, Thomas Lima
    Pieralisi, Ricardo
    STRUCTURES, 2024, 67
  • [27] Predicting shear strength of SFRC slender beams without stirrups using an ANN model
    Keskin, Riza S. O.
    STRUCTURAL ENGINEERING AND MECHANICS, 2017, 61 (05) : 605 - 615
  • [28] Experimental Tests on FRP Shear Retrofitted RC Beams
    Nuti, Camillo
    Santini, Silvia
    Sguerri, Lorena
    ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 759 - 762
  • [29] On the equivalent flexural and shear moduli of laminated beams: Definition and determination by bending tests
    Mujika, Faustino
    Olave, Mireia
    Cantera, M. Asuncion
    Garitaonaindia, Ugutz
    Isasa, Miren
    Arrese, Ainhoa
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2023, 175
  • [30] Tests for flexural behavior and size effects of RC cantilever beams subjected to seismic loads
    Jin L.
    Su X.
    Li D.
    Du X.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2017, 36 (13): : 19 - 26
12345