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Cover image for Analysis of failure in fiber polymer laminates : the theory of Alfred Puck
Title:
Analysis of failure in fiber polymer laminates : the theory of Alfred Puck
Personal Author:
Publication Information:
Heidelberg : Springer, 2008
Physical Description:
xi, 205 p. : ill. ; 24 cm.
ISBN:
9783540757641

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30000010198696 TA455.P55 K56 2008 Open Access Book Book
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Summary

Summary

Fiber Reinforced Plastics (FRP) are widely used for the design of load-bearing structures. Life time prediction based on failure analysis is therefore essential for many applications in Aeronautics, Automotive and Civil Engineering. Analysis of Failure in Fiber Polymer Laminates presents Alfred Puck´s failure model, which, among several other theories, predicts fracture limits best and describes the failure phenomena in FRP most realistically - as confirmed within the "World-wide Failure Exercise". Using Puck´s model the composite engineer can follow the gradual failure process in a laminate and deduce from the results of the analysis how to improve the laminate design. This capability distinguishes the model from other phenomenological and global models. It thus reduces the number of required component tests and iteration loops in the design process and paves the way to sorely needed software for crash-simulation of FRP-structures.


Table of Contents

1 Introductionp. 1
2 Failure of laminatesp. 5
2.1 Laminate structurep. 5
2.2 Micro-cracksp. 6
2.3 Inter Fiber Fracture (IFF)p. 7
2.3.1 Different forms of Inter Fiber Fracture (IFF)p. 10
2.3.2 Relevance of IFFp. 13
2.4 Delaminationp. 14
2.5 Fiber Fracture (FF)p. 16
2.6 Laminate Failurep. 18
2.7 Summary of chapterp. 19
3 Stress and strength analysis: Basics and definitionsp. 21
3.1 Coordinate Systems, Stresses and stressingsp. 21
3.1.1 Natural coordinate system of the UD-laminap. 21
3.1.2 Coordinate system of the laminatep. 22
3.1.3 Stresses of the UD-laminap. 22
3.1.4 Stressings of a UD-elementp. 23
3.1.5 Stresses on the fracture plane, adapted coordinate systemp. 24
3.1.6 Coordinate system for the visualization of fracture bodiesp. 25
3.2 Stress analysisp. 27
3.3 Strength analysisp. 28
3.3.1 Introductionp. 28
3.3.2 Fracture condition, fracture criterion and the term "stress exposure"p. 28
3.3.3 Distinguishing residual and load determined stressesp. 32
3.3.4 Margin of safety and reserve factor of the Composite materials structurep. 33
3.4 Summary of chapterp. 34
4 Puck's action plane fracture criteriap. 37
4.1 Fiber fracture criteriap. 37
4.2 Inter fiber fracture (IFF) criteriap. 40
4.2.1 Motivationp. 40
4.2.2 Different IFF-fracture modesp. 43
4.2.3 Fracture hypothesesp. 44
4.2.4 Fracture resistance of the action planep. 46
4.2.5 Visualization of the stress/strength problemp. 51
4.2.6 Universal 3-D-formulation of the action plane related IFF-criteriap. 65
4.2.7 Analytical 2-D-formulation for plane states of stressp. 79
4.3 Extensions to the IFF-criteriap. 83
4.3.1 Inclusion of stresses not acting on the fracture plane in the action-plane-related inter-fiber fracture criteriap. 83
4.3.2 Calculation of the Stretch factor f_S^L of the load-determined stresses when residual stresses are presentp. 97
4.4 Visualization of fracture bodiesp. 108
4.5 Summary of chapterp. 114
5 Analysis of the gradual failure processp. 117
5.1 Approaches for the modeling of the gradual failure processp. 119
5.2 Puck's approach for the analysis of the gradual failure processp. 121
5.2.1 Degradation procedure for cracks due to IFF Mode Ap. 122
5.2.2 Degradation procedure for cracks due to IFF Mode B and IFF Mode Cp. 123
5.2.3 Puck's method from 1969p. 125
5.2.4 Degradation method used in the "World Wide Failure Exercise"p. 128
5.2.5 New degradation method (2007)p. 128
5.2.6 Laminates with unsound loading conditionsp. 129
5.3 Implementation of the Puck theory for the gradual failure process in a Software codep. 130
5.4 Summary of chapterp. 133
6 Experimental workp. 137
6.1 Verification of the fracture hypotheses and calibration of the fracture bodyp. 137
6.1.1 Experiments with Three Dimensional Stress Statesp. 137
6.1.2 Experiments with plane (¿ 2 , ¿ 21 )-stress combinationsp. 143
6.2 Experimental determination of degradation curvesp. 150
6.2.1 Degradation of E ⊥ t and G ⊥‖ for fracture Mode Ap. 151
6.2.2 Degradation of E ⊥ and G ⊥‖ for fracture Mode Bp. 156
6.2.3 Degradation of ¿ ⊥‖ and ¿ ‖⊥p. 157
6.2.4 Validation of degradation curvesp. 159
6.3 Summary of chapterp. 167
7 Implementation in Softwarep. 171
8 Application of Puck's work in industrial practicep. 175
9 Concluding remarksp. 177
Annexp. 179
Referencesp. 197
Indexp. 203
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