Parametric analysis and calculation method for bending and shear capacities of innovative composite shear walls

2016 ◽  
Vol 20 (7) ◽  
pp. 1046-1058 ◽  
Author(s):  
ZH Chen ◽  
YT Jiang ◽  
XM Zhang ◽  
QY Yang ◽  
WB Li
Keyword(s):  
Finite Element ◽  
Parametric Analysis ◽  
Shear Wall ◽  
Shear Capacity ◽  
Statistical Regression ◽  
Structural Wall ◽  
Shear Span ◽  
Finite Element Software ◽  
Composite Shear Wall ◽  
Composite Shear

The bundled lipped channel-concrete composite wall is an innovative structural wall. This wall has a series of advantages, such as convenient construction and high bearing capacity. Seven full-scaled specimens were tested and subjected to cyclic lateral loads. ABAQUS, which is a finite-element software, was used to simulate the test process. Hysteretic curves and skeleton curves were obtained. This process proved that the simulation effect of finite element was good. A parametric analysis was conducted on this composite shear wall to determine the effect of the wall under different parameters, such as the axial load ratio, the shear span ratio, and the intensity of steel and concrete. The formula for the bending capacity of normal section was deduced. The failure mode and factors that affect the shear capacity of the composite shear wall at a low shear span ratio were analyzed to obtain the composition of the shear capacity. Based on the superposition theory and statistical regression, the formula for the shear capacity of the inclined section was obtained.

Shear strength of steel plate reinforced concrete shear wall

2020 ◽  
Vol 23 (8) ◽  
pp. 1629-1643
Author(s):  
Zhi Zhou ◽  
Jiang Qian ◽  
Wei Huang
Keyword(s):  
Finite Element ◽  
Shear Strength ◽  
Reinforced Concrete ◽  
Steel Plate ◽  
Shear Wall ◽  
American Institute ◽  
Composite Shear Wall ◽  
Steel Construction ◽  
Composite Shear ◽  
Modified Formula

This article investigates the shear strength of steel plate reinforced concrete shear wall under cyclic loads. A nonlinear three-dimensional finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to evaluate the effects of the parameters on the lateral capacity of composite shear wall, including shear span ratio, concrete strength, axial load ratio, steel plate ratio and transverse reinforcement ratio of the web. Furthermore, a modified formula of shear strength of composite shear wall was proposed. Regression analyses were used to obtain the contribution coefficients of different parts from 720 finite element models. Finally, the shear strengths of specimens from published tests were compared with design strengths calculated using the proposed formula, American Institute of Steel Construction Provisions and Chinese Code. It was found that the Chinese Code well predicts the shear strength of composite shear wall of a steel plate ratio of less than 5%, while unsafely predicting that of a higher steel plate ratio. The American Institute of Steel Construction Provisions predictions are quite conservative because the contribution of the reinforced concrete is neglected. The modified formula safely predicts the shear strength of composite shear wall.

Non-Linear Finite Element Analysis on Composite Shear Wall with Opening

2012 ◽  
Vol 446-449 ◽  
pp. 203-207
Author(s):  
Tie Mei Zhu ◽  
Yan Hua Ye ◽  
Wei Wei ◽  
Wei Qing Liu ◽  
Zi Jun Wang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Failure Process ◽  
Shear Wall ◽  
Loading Test ◽  
Element Analysis ◽  
Linear Finite Element ◽  
Composite Shear Wall ◽  
Non Linear ◽  
Composite Shear

A new composite structure system is proposed in this paper to suit the demand of building energy conservation and heat preservation. Based on the low reversed cyclic loading test, the non-linear finite element (FEM) analysis model of composite shear wall is established by ANSYS so as to study crack status, stress variation characteristics and failure process under the action of horizontal loading. The results of ANSYS finite element analysis show good agreement with the test results.

Non-Linear Finite Element Analysis on Composite Shear Wall with Opening

2012 ◽  
Vol 446-449 ◽  
pp. 203-207
Author(s):  
Tie Mei Zhu ◽  
Yan Hua Ye ◽  
Wei Wei ◽  
Wei Qing Liu ◽  
Zi Jun Wang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Shear Wall ◽  
Element Analysis ◽  
Linear Finite Element ◽  
Composite Shear Wall ◽  
Non Linear ◽  
Composite Shear

scholarly journals Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings

2021 ◽  
Author(s):  
Shahryar Rafiei
Keyword(s):  
Impact Loading ◽  
Steel Sheet ◽  
Numerical Models ◽  
Shear Wall ◽  
Shear Capacity ◽  
Steel Sheets ◽  
Composite Shear Wall ◽  
Composite Wall ◽  
Composite Shear ◽  
Wall System

This research investigated the behaviour of a new form of composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane monotonic, cyclic and impact loading. The extensive experimental, analytical and numerical investigations of composite shear walls provided information on strength, stiffness, load-deformation response, steel sheet-concrete interaction, stress-strain characteristics and failure modes.Eight composite wall specimens with overall dimensions of 1626 mm (height) x 720 mm (width) were tested under monotonic, cyclic and impact loading. Steel sheet-concrete connections were provided by intermediate fasteners to generate composite action. Two types of steel sheets classified based on strength as mild and high strength and also, two types of concrete-infill namely Self-Consolidating Concrete (SCC) and Engineered Cementitious Composites (ECC) were used to construct the walls. An analytical model for shear resistance of the composite wall was developed based on existing models taking into account the shear capacity of the steel sheets, concrete core and steel-concrete interaction. Moreover, two non-linear finite element models for the composite wall under monotonic/cyclic and impact loading were developed using proprietary ABAQUS/CAE software. The performance of developed numerical models was validated against experimental results and then the models were utilized to carry out an extensive parametric study to understand the influence of material and steel-concrete interaction on the structural behaviour of the walls.

scholarly journals Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings

2021 ◽  
Author(s):  
Shahryar Rafiei
Keyword(s):  
Impact Loading ◽  
Steel Sheet ◽  
Numerical Models ◽  
Shear Wall ◽  
Shear Capacity ◽  
Steel Sheets ◽  
Composite Shear Wall ◽  
Composite Wall ◽  
Composite Shear ◽  
Wall System

This research investigated the behaviour of a new form of composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane monotonic, cyclic and impact loading. The extensive experimental, analytical and numerical investigations of composite shear walls provided information on strength, stiffness, load-deformation response, steel sheet-concrete interaction, stress-strain characteristics and failure modes.Eight composite wall specimens with overall dimensions of 1626 mm (height) x 720 mm (width) were tested under monotonic, cyclic and impact loading. Steel sheet-concrete connections were provided by intermediate fasteners to generate composite action. Two types of steel sheets classified based on strength as mild and high strength and also, two types of concrete-infill namely Self-Consolidating Concrete (SCC) and Engineered Cementitious Composites (ECC) were used to construct the walls. An analytical model for shear resistance of the composite wall was developed based on existing models taking into account the shear capacity of the steel sheets, concrete core and steel-concrete interaction. Moreover, two non-linear finite element models for the composite wall under monotonic/cyclic and impact loading were developed using proprietary ABAQUS/CAE software. The performance of developed numerical models was validated against experimental results and then the models were utilized to carry out an extensive parametric study to understand the influence of material and steel-concrete interaction on the structural behaviour of the walls.

scholarly journals Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall

2021 ◽  
Vol 2021 ◽  
pp. 1-14
Author(s):  
Xiaomeng Zhang ◽  
Qingying Ren ◽  
Jiaqi Wang ◽  
Ziao Liu ◽  
Xiao Yang
Keyword(s):  
Finite Element ◽  
Goodness Of Fit ◽  
Steel Plate ◽  
Shear Wall ◽  
Shear Capacity ◽  
Practical Calculation ◽  
Test Results ◽  
Element Analysis ◽  
Steel Plate Shear Wall ◽  
Finite Element Software

This paper presents a new type of double-steel-plate shear wall. Through the finite element software, the stress and plastic strain of steel plate and concrete in different loading stages of the wall are analyzed, the mechanical properties and failure rules of the wall are revealed, and the failure mechanism of the wall is obtained. The comparison with the test results verifies the correctness of the finite element analysis. Through nonlinear finite element parameterization analysis, the composition of shear capacity of each composite wall is obtained. Based on the superposition theory, practical calculation formula of its shear capacity is given, and through a comparative analysis with simulation test results, the goodness-of-fit is satisfying.

Experimental Research on Seismic Behavior of I-Section Composite Shear Wall with Steel Plate Reinforced Concrete

2014 ◽  
Vol 711 ◽  
pp. 418-421
Author(s):  
You Jia Zhang
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structure ◽  
Failure Modes ◽  
Steel Plate ◽  
Shear Wall ◽  
Reinforced Concrete Structure ◽  
Shear Span ◽  
Composite Shear Wall ◽  
Composite Shear ◽  
Low Shear

In order to study the seismic performance of low shear-span ratio composite shear wall with steel plate reinforced concrete,three low shear-span ratio composite shear walls with steel plate reinforced concrete were tested.The deformation performance and failure modes were observed under low cyclic lateral loads with high axial compression ratio.Valuable results were obtained for the hysteretic curves,skeleton curves,ductility and energy dissipation capacity.The results indicate that the elastic stage, Specimen stiffness value is larger, and the stiffness change is basically the same; The specimen into the elastic-plastic stage, cracks have appeared in basic beam and early damage. The junction of steel concrete structure and reinforced concrete structure are prone to failure, which should improve the reinforced concrete shear stiffness in the design.

Sign in / Sign up

Export Citation Format

Share Document