experimental and numerical study for the shear

Experimental Study and Numerical Simulation on Hybrid

Experimental Study and Numerical Simulation on Hybrid Coupled Shear Wall with Replaceable Coupling Beams Yun Chen 1 2 Junzuo Li 2 and Zheng Lu 2 3 * 1 College of Civil Engineering and Architecture Hainan University Haikou 570228 China chenyunhappy163 2 Research Institute of Structural Engineering and Disaster Reduction Tongji University

Numerical and Experimental Study of Shear Loaded Bolted

In this paper we study a shear loaded bolted joint in the first place by numerical simulations using ANSYS software and then by an experimental tests Experimental results will serve to validate the numerical model and to analyze the effect of different parameters on the

Experimental and Numerical Study on Shear Resistance of

Experimental and Numerical Study on Shear Resistance of Notched Perfobond Shear Connector by Shuangjie Zheng 1 * Yuqing Liu 2 Yangqing Liu 2 and Chen Zhao 3 1 College of Civil Engineering Huaqiao University Xiamen 361021 China 2 Department of Bridge Engineering Tongji University Shanghai 200092 China 3

Experimental and PFC2D numerical study of progressive

This thesis investigates the progressive shear behaviour and asperity degradation of single rough rock fractures using 2D numerical simulations and laboratory experiments The particle flow code (PFC) was chosen for simulation purposes in this work The fracture and intact sample are modelled as an assembly of circular disks in PFC2D

Experiment and Numerical Study on Shear Capacity of RC

To study the mechanism of the capacity decline considering the effect of the width of diagonal crack to the shear transfer coefficient numerical analysis by FEM method was done the result is compared to the experimental result

Experimental Study and Numerical Simulation on Hybrid

sustainability Article Experimental Study and Numerical Simulation on Hybrid Coupled Shear Wall with Replaceable Coupling Beams Yun Chen 1 2 Junzuo Li 2 and Zheng Lu 2 3 * 1 College of Civil Engineering and Architecture Hainan University Haikou 570228 China chenyunhappy163

Experimental and numerical study of a shear wall of

Reinforced concrete shear walls are popular structural members with a particular importance in seismically active regions This study aims to analyze a reinforced concrete shear wall by a finite element software suite using a material model based on damage plasticity and compare the numerical results with experimentally observed behavior

Experimental and Numerical Study of the Interfacial Shear

This study examined the influence mechanism of temperature on the interfacial shear strength (IFSS) between carbon fiber (CF) and epoxy resin (EP) matrices under various thermal loads using experimental and numerical simulation methods To evaluate the change in IFSS as a function of the increase in temperature a microbond test was performed under controlled temperature environment

Experimental and PFC2D numerical study of progressive

This thesis investigates the progressive shear behaviour and asperity degradation of single rough rock fractures using 2D numerical simulations and laboratory experiments The particle flow code (PFC) was chosen for simulation purposes in this work The fracture and intact sample are modelled as an assembly of circular disks in PFC2D

(PDF) Experimental and numerical study on shear

In the present work a comprehensive experimental/numerical study on a 6060 T6 bumper profile subjected to combined shear-compression (shear-punch test) load is carried out A set of key plasticity and fracture parameters to predict correctly the

Experimental and Numerical Study of the Failure Behavior

The numerical direct shear setup (Figure 3(a)) is a simplification of the experimental direct shear setup in the laboratory The gap between the upper and lower parts of the shear box is 2 mm All of the contacts between the wall and particle are frictionless

Stress distribution in samples from solid confining medium

Shear experiments for the Calcite-Aragonite system were performed in a (Griggs-Type) solid medium deformation apparatus at 600˚ C The confining pressure (σ3) was maintained 0 1 - 0 2GPa below the Calcite-Aragonite transition which occurs at 1 47GPa The first principal stress (σ1) reached 1 55 - 1 8GPa depending on the sample strength

Experimental and Numerical Study of the Failure Behavior

The numerical direct shear setup (Figure 3(a)) is a simplification of the experimental direct shear setup in the laboratory The gap between the upper and lower parts of the shear box is 2 mm All of the contacts between the wall and particle are frictionless

Numerical and experimental study on dynamic

Numerical and experimental study on dynamic characteristics of honeycomb core sandwich panel from equivalent 2D model M P ARUNKUMAR1 JEYARAJ PITCHAIMANI2 * K V GANGADHARAN2 and CH V SURYA NARAYANA REDDY3 1State Key Laboratory for Strength and Vibration of Mechanical Structures Shaanxi Key Laboratory of Environment and Control for Flight Vehicle School of

Numerical study on deformation characteristics of

Numerical study on deformation characteristics of composite slab – with and without embossments Merool D International Journal of Civil and Structural Engineering Volume 4 Issue 4 2014 482 6 Marimuthu V (2007) Experimental studies on composite deck slabs to determine

Experimental and numerical study of a shear wall of

Reinforced concrete shear walls are popular structural members with a particular importance in seismically active regions This study aims to analyze a reinforced concrete shear wall by a finite element software suite using a material model based on damage plasticity and compare the numerical results with experimentally observed behavior

Experimental and Numerical Evaluation of Shear Strength of

Experimental and numerical investigations of the behavior of directly and indirectly loaded flanged reinforced concrete (RC) deep beams cast with self-compacted concrete (SCC) containing recycled concrete as coarse aggregate (RCA) were conducted in this research Seventeen RC deep flanged beams were designed to fail in shear These beams were divided into three groups: twelve indirectly

A Numerical and Experimental Study of Bubble Deformation

An experimental and numerical approach for studying the bubble deformation on the surface in the shear flow of viscous liquid is developed The numerical approach is based on the boundary element method for the Stokes flows The methods of optical microscopy and high-speed recording are applied for the experimental investigation of the bubble deformation

A numerical study of shear layer characteristics of low

The shear layer spectra show good agreement with the simulations including the nozzle The effect of shear layer thickness is studied at a velocity ratio of 2 based on peak and mean jet velocity The dominant frequencies and spatial shear layer modes from DNS/DMD are significantly altered by the jet exit velocity profile

Experimental and Numerical Evaluation of Shear Strength of

Experimental and numerical investigations of the behavior of directly and indirectly loaded flanged reinforced concrete (RC) deep beams cast with self-compacted concrete (SCC) containing recycled concrete as coarse aggregate (RCA) were conducted in this research Seventeen RC deep flanged beams were designed to fail in shear These beams were divided into three groups: twelve indirectly

EXPERIMENTAL AND NUMERICAL STUDIES ON COMPOSITE

Experimental and Numerical Studies on Composite Deck Slabs 23 performance of moment-resisting frames consisting of steel-concrete composite beams with full and partial shear connection Six full-scale composite substructures with headed stud shear connectors had

Experimental study and associated numerical simulation of

Experimental study and associated numerical simulation of horizontally connected precast shear wall assembly Zhenhui Fan Jiarui Zhang Ke Ling Experimental and shear bearing capacity studies of the assembled composite wall with bolted connections The Structural Design of Tall and Special Buildings 10 1002/tal 1722 29 6

Experimental and Numerical Study on Characterization and

Adopting both wireless ultrasonic sensing and numerical simulation techniques this research investigates the interaction between Rayleigh wave and artificial surface cracks of varying depths When analyzing experimental ultrasonic data collected by a wireless sensing node the signals are enhanced through a two-step procedure including signal reconstruction and envelope extraction

A Pilot Study on Structural Responses of Normal Concrete

Ultra-high-performance concrete (UHPC) is already gaining in-field applications in bridge deck rehabilitation On the other aspect an innovative NC-UHPC composite deck system was motivated to promote accelerated bridge construction (ABC) implementation of a newly built bridge of which the precast UHPC substrate serves as the formwork for the cast-in-place NC overlay

Experimental and analytical study of steel slit shear wall

Shear walls are considered one of the main lateral resisting members in buildings A number of experimental and numerical studies have been conducted in recent years Jayalekshmi and Chinmayi (2016) studied seismic analysis of shear wall buildings incorporating site-specific ground response Parulekar et al (2016) evaluated the seismic

Experimental and Numerical Study for the Shear

Good agreement was achieved between the experimental and numerical results especially for the ultimate load carrying capacity for the case of FE models incorporating mortar The study was extended numerically to include additional cases of TRM-strengthened specimens with more number of TRM layers as well as a case of FRP-strengthened specimen

Experimental study of rheological properties of solid

Experimental results showed that solid propellant slurry had yield pseudoplasticity Yield characteristics were determined based on the fact that when shear stress was greater than yield stress the slurry began to flow and the relationship between shear stress and shear rate obeyed power law function