Rene Herrmann Compounding and Composites. Sandwich laminate analysis (1) The material properties of both core and skin varies. In a factory this material.

Slides:



Advertisements
Similar presentations
Chap.8 Mechanical Behavior of Composite
Advertisements

The sandwich effect Lecture 6.
CHAPTER 4 MACROMECHANICAL ANALYSIS OF LAMINATES
Introduction to Woods 1 Close up of Vessel & Cell.
Professor Joe Greene CSU, CHICO
Chapter 11 Mechanical Properties of Materials
Course Title: Strength of Materials (CVE 202)
High Temperature Composites Rutgers University Federal Aviation Administration Advanced Materials Flammability Atlantic City, NJ October 24, 2001.
Chapter 6 Bending.
Beams and Frames.
Distribution of Microcracks in Rocks Uniform As in igneous rocks where microcrack density is not related to local structures but rather to a pervasive.
Designing for Stiffness
CHAPTER 7 TRANSVERSE SHEAR.
M. A. Farjoo.  The stiffness can be defined by appropriate stress – strain relations.  The components of any engineering constant can be expressed in.
AERSP 301 Shear of beams (Open Cross-section)
Compression BADI Y1.
Structures and stress BaDI 1.
CM 197 Mechanics of Materials Chap 14: Stresses in Beams
Strength of Materials I EGCE201 กำลังวัสดุ 1
Stress Analysis -MDP N161 Bending of Beams Stress and Deformation
Assist.Prof.Dr. Ahmet Erklig
Copyright © 2011 Pearson Education South Asia Pte Ltd
Beams: Pure Bending ( ) MAE 314 – Solid Mechanics Yun Jing Beams: Pure Bending.
Biocomposites Rene Herrmann Biological Fibers There are 2 different types of biological fibers, animal and floral Biological fibers differ from.
Chapter 9 Solids and Fluids. Solids Has definite volume Has definite volume Has definite shape Has definite shape Molecules are held in specific locations.
CTC / MTC 222 Strength of Materials
10 Pure Bending.
BENDING STRESSES IN BEAMS
BFC (Mechanics of Materials) Chapter 3: Stress in Beam
COLUMNS. COLUMNS Introduction According to ACI Code 2.1, a structural element with a ratio of height-to least lateral dimension exceeding three used.
BENDING MOMENTS AND SHEARING FORCES IN BEAMS
Introduction to Structural Member Properties
WORKSHEET 2 FAILURE, STRESS AND STRAIN
SHEAR IN BEAMS. SHEAR IN BEAMS Introduction Loads applied to beams produce bending moments, shearing forces, as shown, and in some cases torques. Beams.
Rene Herrmann Compounding and Composites. Analyzing composite strength Testometric measurement of a composite specimen is meaningful because lamination.
Chapter 9 Static Equilibrium; Elasticity and Fracture
Energy absorption in sandwich laminate structures Robert White IM 2005.
BEAMS AND COLUMNS.
CTC / MTC 222 Strength of Materials Final Review.
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
FYI: All three types of stress are measured in newtons / meter2 but all have different effects on solids. Materials Solids are often placed under stress.
Mechanical Properties
Stress and Strain  Tensile Stress- the ratio of the magnitude of the applied force F to the cross-sectional area A: Mathematically, Stress= Force/Area=F/A.
Civil Engineering Materials – CIVE 2110
3. Stresses in Machine Elements Lecture Number – 3.1 Prof. Dr. C. S. Pathak Department of Mechanical Engineering Sinhgad College of Engineering, Pune Strength.
CTC / MTC 322 Strength of Materials
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
CTC / MTC 222 Strength of Materials
Task 2.2 – Identification of most suitable face-sheets and optimization of panel properties Duration: month 1 to month 12 Partners involved: MOTULAB (WP.
Forging new generations of engineers
Finite Element Analysis of the18 Turn Beam H. F. Fan November 5, 2004.
Lecture 12. Mechanical Properties. Engineering Stress < True Stress True StressTrue Strain.
Wednesday, November 4, 1998 Chapter 8: Angular Momentum Chapter 9: Density, Stress, Strain, Young’s Modulus, shear modulus.
Two loading Conditions
Reinforcement Information - Code
Beam Design Beams are designed to safely support the design loads.
1 MFGT 104 Materials and Quality Compression, Shear, Flexural, Impact Testing Professor Joe Greene CSU, CHICO.
CTC / MTC 222 Strength of Materials
Structural Drafting Shear stress in Bolts. Fastener Loads and Stresses Load:External force applied to a member. Stress: Internal force acting on a member.
Mechanical properties of dental biomaterials 2
Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II.
Materials Science Chapter 8 Deformation and Fracture.
1 ROAD & BRIDGE RESEARCH INSTITUTE WARSAW Juliusz Cieśla ASSESSSMENT OF PRESTRESSING FORCE IN PRESTRESSED CONCRETE BRIDGE SPANS.
Mechanics of Materials -Beams
Shear in Straight Members Shear Formula Shear Stresses in Beams
CTC / MTC 222 Strength of Materials
Stresses, Strains and Deflections of Steel Beams in Pure Bending
Theory of Simple Bending
Axially loaded columns
Forging new generations of engineers
Presentation transcript:

Rene Herrmann Compounding and Composites

Sandwich laminate analysis (1) The material properties of both core and skin varies. In a factory this material properties must be verified in a maaner as similar as possible to the actual sandwich structure. Having verified material parameters allows to model meaningfully with finite element method other products. Even if material porperties are acepted as reported in data sheets the real characteristics will differ. Core compressional strength may be overloaded for short sandwich laminates. However cores that have channels or perforations holes interconnecting the two skins will IMCREASE unexpectetly the comproessional strength and the specimen breaks instead on an UNEXPECTED place.

Sandwich laminate analysis (2) The shear strength of the core is especially in short specimen overloaded. However cleaness in the lamination may render the interface between the skin and the core so week that instead of shear overload the skin delaminates from the core. The skin on the bottom surface of the sandwich in often of higher quality than the top. Due to this difference the skins may not necessarily be regarded as equal or same.

Sandwich laminate analysis procedure (1) The studied model is 3 point bending with central load. The model is assumed known. For a composite sandwich the model has at least one limitation, the Youngs modulus of the skin is assumed uniform which it by definition can allmost never be. For the model to be applicable the user must insure a HOMOGENOUS loading of all fibers, eg. In the center between - 45/45 or in one direction of 0/90 degree. You need to break a beam in 3 point bending with little or no side effects in the bending. This mean the beam must be high as compared to wide. If this is not possible, width should not be more than TWICE the hight. Length should be at least 10 times width or hight, whichever is larger.

Sandwich laminate analysis procedure (1) The test must also reveal the comproessional properties of the core, a SEPARATE compression and SHEAR test on small specimen must be preformed, stress is the ration of force over cross section. The cross section is the loaded surface. The sandwich theory does not distinguish between compression and tensile loading in the skin surface. Most composites are weaker in compression than in tension. You must use the measured core properties and analyze the data of the 3 point bending for Youngs modulus of the skins. You will find the Youngs modulus and limiting stress and strain, probably for the compressed skin rather then the tensioned skin.

Sandwich laminate analysis procedure (1) The equations for comproession loading are: The equation for shear loading are: The measured data is force versus displacement, the equation is:

Data analysis Use the dimensions of the tested specimen and the test data from compression, shear and 3 point bending to extract all material properties. Measure also core density and find the datasheet for the CORECELL product with that density. Compare you measured values to the data sheet values. Use the excel based model implementation and find the Youngs modulus of the skin using 3 point bending data. Compare the experimental 3 point bending data to the sandwich model and define safe operation areas/parameters.