Study on the mechanical properties of composite wall covered with PVC eco-wood board

2020 ◽  
Vol 566 (1) ◽  
pp. 54-80
Author(s):  
Jiuyang Li ◽  
Weijia Fu ◽  
Fangqi Li ◽  
Daozheng Li
Keyword(s):  
Mechanical Properties ◽  
Wood Board ◽  
Composite Wall

Mechanical Properties of the Ecological Filling Blocks of the New Composite Wall Based on the Unified Strength Theory

2011 ◽  
Vol 250-253 ◽  
pp. 843-848
Author(s):  
Wei Huang ◽  
Hao Zhen Wu ◽  
Guo Xin Chen ◽  
Yin Zhang ◽  
Jun Yuan Wang ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Compressive Stress ◽  
Lightweight Concrete ◽  
Yield Criterion ◽  
Testing Machine ◽  
Wall Structure ◽  
Strength Theory ◽  
Stress Strain ◽  
Unified Strength Theory ◽  
Composite Wall

In order to make the new composite wall structure the group developed to adapt different regional natural conditions, and along with the demand of gradually in-depth study the damage characteristics of the new composite wall, need to research the mechanical properties of the wall filling materials. In this paper, the ZG-CSS Electronic Universal Testing Machine was used on the uniaxial compressive test of the three blocks(the mud billet block, the cotton stalk block, the recycled EPS lightweight concrete block), to analyze the failure characteristics of the blocks and the other mechanical properties, such as Poisson’s ratio, elastic modulus, then the full compressive stress-strain curves are given, and at last fitting the mathematical expression of the uniaxial compressive stress - strain curves. And this paper also gives the yield criterion based on the unified strength theory of the three ecological filling blocks.

Mechanical Properties and Calculation Model of Eco-Composite Wall

2012 ◽  
Vol 256-259 ◽  
pp. 836-839
Author(s):  
Li Na Hou ◽  
Gang Jing
Keyword(s):  
Mechanical Properties ◽  
Structural Characteristic ◽  
Structural Design ◽  
Mechanical Model ◽  
Calculation Model ◽  
Wall Structure ◽  
Main Bearing ◽  
Collaborative Performance ◽  
Study Results ◽  
Composite Wall

Eco-composite wall, as the main bearing member of the eco-composite wall structure, has unique structural characteristic compared with traditional wall. The constructional features, mechanical properties and collaborative performance of the wall are analyzed. Based on this, the three-stage mechanical model of eco-composite wall is put forward. The study results indicate that the eco-composite wall has unique structural characteristic, which makes the structure in possession of several seismic defending lines and have good seismic performance. The three-stage mechanical model is proved reasonable and applicable in structural design.

Mechanical Properties of the Ecological Filling Blocks of the New Composite Wall Based on the Unified Strength Theory

2015 ◽  
Vol 727-728 ◽  
pp. 15-20
Author(s):  
Wei Huang ◽  
Ting Zhang
Keyword(s):  
Mechanical Properties ◽  
Compressive Stress ◽  
Lightweight Concrete ◽  
Yield Criterion ◽  
Testing Machine ◽  
Wall Structure ◽  
Strength Theory ◽  
Stress Strain ◽  
Unified Strength Theory ◽  
Composite Wall

In order to make the new composite wall structure the group developed to adapt different regional natural conditions, and along with the demand of gradually in-depth study the damage characteristics of the new composite wall, need to research the mechanical properties of the wall filling materials. In this paper, the ZG-CSS Electronic Universal Testing Machine was used on the uniaxial compressive test of the three blocks(the mud billet block, the cotton stalk block, the recycled EPS lightweight concrete block), to analyze the failure characteristics of the blocks and the other mechanical properties, such as Poisson’s ratio, elastic modulus, then the full compressive stress-strain curves are given, and at last fitting the mathematical expression of the uniaxial compressive stress - strain curves. And this paper also gives the yield criterion based on the unified strength theory of the three ecological filling blocks.

Experimental Study on Mechanical Properties of Improved Multi-Grid Composite Wall

2011 ◽  
Vol 217-218 ◽  
pp. 752-757
Author(s):  
Peng Fei Li ◽  
Quan Yuan ◽  
Meng Guo ◽  
Qian Feng Yao
Keyword(s):  
Mechanical Properties ◽  
Point Contact ◽  
Theoretical Research ◽  
Test Results ◽  
Practical Application ◽  
Final Test ◽  
Failure Patterns ◽  
Loading Tests ◽  
Composite Wall ◽  
Hysteretic Characteristics

Two types of improved multi-grid composite wall called point contact multi-grid composite wall and light-steel skeleton multi-grid composite wall were proposed in this paper. In order to study the mechanical properties of improved multi-grid composite wall, the low-cycle reduplicative loading tests of 1/2 scale improved multi-grid composite wall were carried out. Through the analysis of testing phenomenon and final test results, the main failure patterns and failure processes of the walls were summarized, and the mechanical characteristics of improved multi-grid composite wall were discussed, then the seismic performance including bearing capacity, ductility, and hysteretic characteristics were researched. The experimental foundations were provided for the further theoretical research and application of improved multi-grid composite wall in practical application.

scholarly journals Mechanical Properties of the Connectors of Steel Frame Embedded and Hung with the Intercalated Multi-Ribbed Composite Wall

2021 ◽  
Author(s):  
Chao Gong ◽  
Mingming Jia ◽  
Xin Liu
Keyword(s):  
Mechanical Properties ◽  
Mechanical Property ◽  
Deformation Mode ◽  
Steel Frame ◽  
Load Bearing ◽  
Shear Connectors ◽  
Low Weight ◽  
Composite Wall ◽  
Insulation Performance ◽  
Related Design

The multi-ribbed composite wall (MRCW) structure has the advantage of energy-saving, low weight, and adjustable stiffness. The partition, enclosure, and load-bearing capacity can be realized simultaneously. When the steel frame embedded and hung with the intercalated multi-ribbed composite wall (MRCW), the steel frame columns are avoided to expose in the air, so the durability and heat insulation performance of the structure can be improved. The steel frame is connected with the intercalated multi-ribbed composite wall (MRCW) by wet connection, and the mechanical property and the deformation mode of the multi-ribbed composite wall (MRCW) and steel frame are researched. The mechanical property of stud shear connectors is qualitatively and quantitatively analyzed, which is beneficial to improve the related design methods of structures.

scholarly journals Mechanical Properties of the Vertical Joints of Prefabricated Underground Silo Steel Plate Concrete Wall

2020 ◽  
Vol 2020 ◽  
pp. 1-18
Author(s):  
Jun Chuai ◽  
Zhilong Hou ◽  
Zhenqing Wang ◽  
Lumin Wang
Keyword(s):  
Mechanical Properties ◽  
Bearing Capacity ◽  
Steel Plate ◽  
Experimental Results ◽  
Design Calculation ◽  
Compressive Properties ◽  
Concrete Wall ◽  
Joint Connection ◽  
Composite Wall ◽  
Elastic Stage

Reliable joint connection is key to designing prefabricated structures. To study the mechanical properties of the vertical joints in the designed prefabricated underground silo steel plate concrete composite wall and verify their reliability, flexural and compressive experiments were conducted using two groups of six full-scale steel plate concrete composite wall specimens; the mechanical properties between jointed and jointless specimens were compared and analyzed. The experimental results indicate that all specimens are in the elastic stage during the entire loading process; further, they exhibit large stiffness and high bearing capacity without damages. Thus, the designed vertical joints of the steel plate concrete composite wall provide a reliable connection that is safe and applicable. Further, the flexural and compressive properties of jointed and jointless specimens were found to be similar; the newly designed prefabricated underground silo steel plate concrete composite wall could be designed using the “equivalent principle” that the combined wall design calculation with the joint could be equivalent to that without the joint.

Phase Transformations in Ti-7w/oMo-3w/oMe Alloy

1974 ◽  
Vol 32 ◽  
pp. 514-515
Author(s):  
S. Fujishiro
Keyword(s):  
Electron Microscopy ◽  
Mechanical Properties ◽  
Transmission Electron Microscopy ◽  
Tensile Strength ◽  
Mechanical Processing ◽  
Ray Method ◽  
X Ray ◽  
Transmission Electron ◽  
Water Quench ◽  
Alpha Beta

The mechanical properties of three titanium alloys (Ti-7Mo-3Al, Ti-7Mo- 3Cu and Ti-7Mo-3Ta) were evaluated as function of: 1) Solutionizing in the beta field and aging, 2) Thermal Mechanical Processing in the beta field and aging, 3) Solutionizing in the alpha + beta field and aging. The samples were isothermally aged in the temperature range 300° to 700*C for 4 to 24 hours, followed by a water quench. Transmission electron microscopy and X-ray method were used to identify the phase formed. All three alloys solutionized at 1050°C (beta field) transformed to martensitic alpha (alpha prime) upon being water quenched. Despite this heavily strained alpha prime, which is characterized by microtwins the tensile strength of the as-quenched alloys is relatively low and the elongation is as high as 30%.

Effects of cooling rate on the mechanical properties of dual phase treated vanadium steels

1983 ◽  
Vol 41 ◽  
pp. 220-221
Author(s):  
L.J. Chen ◽  
H.C. Cheng ◽  
J.R. Gong ◽  
J.G. Yang
Keyword(s):  
Mechanical Properties ◽  
Cooling Rate ◽  
Automobile Industry ◽  
High Strength ◽  
Weight Percent ◽  
Low Alloy Steels ◽  
Dual Phase ◽  
Resource Requirement ◽  
Alloy Steels ◽  
Potential Weight

For fuel savings as well as energy and resource requirement, high strength low alloy steels (HSLA) are of particular interest to automobile industry because of the potential weight reduction which can be achieved by using thinner section of these steels to carry the same load and thus to improve the fuel mileage. Dual phase treatment has been utilized to obtain superior strength and ductility combinations compared to the HSLA of identical composition. Recently, cooling rate following heat treatment was found to be important to the tensile properties of the dual phase steels. In this paper, we report the results of the investigation of cooling rate on the microstructures and mechanical properties of several vanadium HSLA steels.The steels with composition (in weight percent) listed below were supplied by China Steel Corporation: 1. low V steel (0.11C, 0.65Si, 1.63Mn, 0.015P, 0.008S, 0.084Aℓ, 0.004V), 2. 0.059V steel (0.13C, 0.62S1, 1.59Mn, 0.012P, 0.008S, 0.065Aℓ, 0.059V), 3. 0.10V steel (0.11C, 0.58Si, 1.58Mn, 0.017P, 0.008S, 0.068Aℓ, 0.10V).

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