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COMPOSITE STRUCTURES, DESIGN, SAFETY AND INNOVATION(Elsevier 2005出版)复合材料的结构，设计，安全性和创新性
- C% X3 g, G: s5 }. fFirst edition 2005
" r7 G. e: H& `! \1 s5 n8 zISBN: 0-080-44545-42 U, L2 y: j* P$ {* Z
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-19925 q$ f4 x3 U4 ~4 s1 t# w, J
(Permanence of Paper).1 g7 ~# P1 X3 m+ Y; q- K& s$ k
Printed in Great Britain.3 G* s0 q, _8 W5 N/ F' @/ E# i
, {4 Y7 @- H4 \" A, B- PBook Description:6 k% k7 d n6 X- C
Aerospace structural design, especiallyfor large aircraft, is an empirical pursuit dominated by rules of thumband often-painful service experiences. Expertise on traditionalmaterials is not transferable to new materials, processes andstructural concepts. This is because it is not based on or derived fromwell-defined measures of safety. This book addresses the need for safeinnovation based on practical, explicit structural safety constraintsfor use in innovative structures of the future where guiding serviceexperience is non-existent.
) J* I/ v: N/ \ g- R8 U; h- ]) A$ B9 h; H+ d
2 C$ H; ]# h8 _
Contents
+ Y5 z% V" R+ j# c' y* Chapter 1. Introduction
( S8 D7 s1 P9 |$ l: Z* Uo 1.1. TRADITIONAL DESIGN IN AEROSPACE
$ U; B6 E8 }$ F( H- K& Vo 1.2. CONVENTIONAL SAFETY IN AEROSPACE) Z7 S2 T2 o# o4 B
o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES0 R9 E2 O; H$ H- |* U2 V
o 1.4. COMPOSITES
7 o2 n2 a/ l* W+ k/ A8 t+ [* Chapter 2. Structural Design! \5 X) ^; @) \' t
o 2.1. DAMAGE TOLERANCE' r' B1 _/ ]+ n5 d+ S3 s$ D' j
o 2.2. STRUCTURAL INTEGRITY
( z2 S' `6 K: b+ f' m4 G: h4 Jo 2.3. EXPLICIT DESIGN CONSTRAINTS
. g7 {5 h: O! M! {# u9 x$ X3 m5 lo 2.4. UNCERTAINTY IN DESIGN
4 j( i7 i& c! Q, C1 ?o 2.5. THE EXTENDED DESIGN PROCESS
* Y3 _: d: s+ ~ U O, G* Chapter 3. Structural Safety: x" U3 d" z2 n: a2 B/ }+ X/ a
o 3.1. PRIMARY DRIVERS
" j+ D6 Y$ P- Y- B5 A3 M. y, uo 3.2. RISK MANAGEMENT8 f+ X& w- A( i. J% l0 o. F4 M
o 3.3. IMPORTANCE OF SAFETY REGULATIONS
+ B8 p- i1 _! qo 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE
. O0 }2 A3 y! T7 U; x' I* Chapter 4. Innovation
; f7 K% y+ n4 co 4.1. SERVICE EXPERIENCE* o: o/ Y" y& }* h
o 4.2. CRITICALITY
, F- }! A' p' F) M8 ?# {3 Q4 H2 ho 4.3. DAMAGE TOLERANCE) B$ _" l+ `) W3 ]: m
o 4.4. INDUCTIVE METHODS5 \0 d5 P0 ]$ j0 l0 G l- |2 d
* Chapter 5. Safety Objectives
4 h+ g; f7 _/ D3 Y0 {$ y% so 5.1. SAFETY AS A FUNCTION OF TIME
6 O( n4 ?! [7 oo 5.2. INSPECTION
. \0 _+ A+ E9 M- K7 V1 H" Fo 5.3. ACCIDENTAL DAMAGE
! p' E2 A% a1 B8 T& |o 5.4. DESIGN DATA AND ALLOWABLES
( k3 W# A6 k2 m8 x( @) H8 T$ J* Chapter 6. Risk Management
4 p' U3 Y8 P" v1 G& i' Q! So 6.1. UNSAFE STATE
9 u6 c. g4 l. L2 l* ]+ Oo 6.2. ROLE OF INSPECTIONS
) O9 k6 R' m( uo 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
% s2 l8 L- u+ |8 `2 N, p9 f, D5 Vo 6.4. UNCERTAINTY/ [3 {8 x" h, \& k8 r7 A- u! G; L
* Chapter 7. Trades
$ Z) [8 Z( ]% s5 u) W. Z* ]& E, Ao 7.1. IMPACT$ `: l0 y' t7 m4 A9 n
o 7.2. DEGRADATION5 [' c6 J: L/ p
o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS
6 P) s) F E, H( A# J Z/ ?8 co 7.4. REPAIR1 X/ M2 W E3 y4 q1 {. @7 A
* Chapter 8. Building Block Approach
$ h8 _' ]4 i0 h9 Q8 g% o7 mo 8.1. COMPONENTS AND SCALE-UP5 G: E( P3 q2 _ k4 c: D8 n4 B- d
o 8.2. ALLOWABLES* y% m1 d8 Z# x7 n
o 8.3. CRITICALITY
3 K2 ?9 `2 c- I+ b; z+ Xo 8.4. CURRENT PRACTICES
4 Z! e/ D6 P# _+ O C3 p8 C% @o 8.5. FACTORS OF SAFETY9 ]1 x! w9 B+ E* C
* Chapter 9. Design Scenarios
4 f& f: y% b `" i2 c( T6 `o 9.1. DAMAGED METAL STRUCTURE
- q7 B+ l2 `- @% {9 q! P t; Co 9.2. DAMAGED COMPOSITE STRUCTURE
& G, J( o8 ?, yo 9.3. DAMAGE CRITERIA
5 l/ l7 q8 C* P& T e2 Ko 9.4. STRUCTURAL ALLOWABLES5 V$ n+ y2 a4 N4 {: ]6 j7 Y
o 9.5. LIMIT LOADS REQUIREMENTS
; [% N% E% G/ _5 h' r9 W I; e. Io 9.6. NEW STRUCTURAL CONCEPTS
: `5 V8 |6 A! |* Chapter 10. The Design Process' B* W9 ~1 w3 t/ h/ y& h7 L+ \
o 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE, O }; F0 k. o- i) `* `$ X4 c
o 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE# N% f' y8 z9 B2 ?/ I# m
o 10.3. DAMAGE TOLERANCE; v' C+ \+ w7 t; c! C( ^) w0 w, z
o 10.4. DISCRETE SOURCE DAMAGE
9 ^. p7 Y" b- u: X2 ]5 r1 Ro 10.5. DESIGN VARIABLES
6 a6 ?- D6 F. j- c% o" [o 10.6. CRITERIA DAMAGE; }, p6 e9 ]$ z6 h4 K9 X
o 10.7. CRITICAL DAMAGE TYPE) v* y+ I; `2 ?( X6 x6 V. C9 M& g
* Chapter 11. Damage and Detection
* H" w! Y4 e; J2 v! {o 11.1. FAILED DETECTION
" A$ I0 X$ `4 M; l* G# [9 Eo 11.2. MANUFACTURING DAMAGE' J! h! \. _' {% J) p
o 11.3. MAINTENANCE DAMAGE9 I! W) g4 G* H* n
o 11.4. ACCIDENTAL DAMAGE
0 }' n9 g( j+ a: po 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE7 V. ]1 H, ^9 ?' L4 ~3 }, o. B
o 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING ): g- P- g3 `$ u
o 11.7. GROWTH AND DAMAGE3 e/ ^1 Y2 o, J0 z$ [! _
o 11.8. ULTIMATE STRENGTH AND DAMAGE
' P. S: o( f1 i) A) Z% ao 11.9. SAFETY AND DAMAGE% X% ]' ~: N- l- E4 e k
* Chapter 12. Design Philosophy% B( `: @: A8 ?
o 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS: ^ p& v7 d6 _1 u* j2 N
o 12.2. DAMAGE AND RESIDUAL STRENGTH
7 R" T, J q* G5 ]# L$ e+ o! Jo 12.3. ALLOWABLE AND DESIGN VALUES% w. s" w0 m9 x2 Z% ], |
o 12.4. ULTIMATE STRENGTH DESIGN VALUES
; `- G3 M6 _* ^. J6 T/ c" ^o 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY
+ Y5 v/ N& W/ D9 I- D$ o$ }o 12.6. UNSAFE STATE AND DESIGN% N( b$ c7 A" c/ `8 _
o 12.7. ULTIMATE INTEGRITY AND DESIGN
x" {. w2 P2 P4 I2 w, Lo 12.8. SURVIVAL PHILOSOPHY
" r, `) d2 ]9 I4 L1 a* Chapter 13. Analysis of Design Criteria
; b/ l+ n3 q" F/ u$ ]o 13.1. VEHICLE OBJECTIVE; Z' f- [. {$ [3 H* J. p- @
o 13.2. OVERALL STRUCTURES OBJECTIVE
8 D1 ^. v7 U; m" f- \o 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA9 z9 }" G- s; O' G+ k5 A
o 13.4. ULTIMATE REQUIREMENT
' c0 S& s4 V, c0 Q- ~2 @- _4 `1 j% Fo 13.5. DAMAGE TOLERANCE REQUIREMENTS# P/ q6 a0 X6 K& D% w0 ?
o 13.6. INSPECTION CRITERIA/ |- i+ U+ f! i6 ~, i
o 13.7. DAMAGE GROWTH RATES CRITERIA
, g/ F" ]" p* b& ?5 E% Bo 13.8. THREAT AND DAMAGE CRITERIA6 h* ]/ K9 `) m2 @% l# P
o 13.9. SAFETY CRITERIA BASELINE
9 n# ~3 h4 U# @; wo 13.10. SCALE-UP CRITERIA
. \1 A. Q, Y6 \+ x/ F7 {o 13.11. FAILURE CRITERIA5 L! @ H* s" d" S, w
o 13.12. MONITORING AND FEEDBACK CRITERIA
* G, Z4 K0 g, n4 jo 13.13. OPEN-HOLE COMPRESSION CRITERIA: {0 \# G$ A# D. @+ ^0 |
o 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE
0 W) c6 X. }/ W& y) R3 V! p6 _ e* Chapter 14. Design Example. O3 W# Q* g! k
o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN3 g4 t" {- p$ t/ R0 v
o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN( W5 G# t6 [9 _( o- a" i
o 14.3. FAIL-SAFE CRITERIA IN DESIGN
! ~. o& J- \2 ]7 o4 mo 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE
K3 K4 M- \, ^ a% ]- t9 T Ro 14.5. CRITICAL DAMAGE TOLERANCE DESIGN9 `9 w5 |$ k& c& A0 u8 ?
o 14.6. TYPES OF DATA FOR DESIGN
+ P/ t4 [" P8 q" S$ h* Chapter 15. Design of Composite Structure
. `& F6 M* c6 ]3 Q0 J1 A* Appendix- ~, z, X- ^8 g1 N2 O Z5 w, x
o A. A MODEL OF ULTIMATE INTEGRITY0 J" F' o( T/ y# [* z2 v4 X
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS ?3 X+ w2 A% M* f8 n1 @( Y- U
* References+ Z$ H4 z" q+ Z" r/ Z
* Index3 s) \; \2 |& a, _& o
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发表于 2008-8-5 16:00:19
