Structures with hollow sections:
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| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Berlin
Ernst
2002
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Literaturverz. S. 541 - 564. - Dt. Ausg. u.d.T.: Dutta, Dipak: Hohlprofil-Konstruktionen |
| Physical Description: | XVI, 576 S. Ill., graph. Darst. : 25 cm |
| ISBN: | 3433014582 |
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| 082 | 0 | |a 624.177 |2 21 | |
| 100 | 1 | |a Dutta, Dipak |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Structures with hollow sections |c Dipak Dutta |
| 264 | 1 | |a Berlin |b Ernst |c 2002 | |
| 300 | |a XVI, 576 S. |b Ill., graph. Darst. : 25 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Literaturverz. S. 541 - 564. - Dt. Ausg. u.d.T.: Dutta, Dipak: Hohlprofil-Konstruktionen | ||
| 650 | 4 | |a Structural dynamics | |
| 650 | 4 | |a Tubular steel structures | |
| 650 | 0 | 7 | |a Stahlkonstruktion |0 (DE-588)4182836-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bemessung |0 (DE-588)4005461-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Hohlprofil |0 (DE-588)4160445-3 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Stahlkonstruktion |0 (DE-588)4182836-7 |D s |
| 689 | 0 | 1 | |a Hohlprofil |0 (DE-588)4160445-3 |D s |
| 689 | 0 | 2 | |a Bemessung |0 (DE-588)4005461-5 |D s |
| 689 | 0 | |5 DE-604 | |
| 856 | 4 | 2 | |m DNB Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009751634&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-009751634 | |
Record in the Search Index
| _version_ | 1808045751429758976 |
|---|---|
| adam_text |
CONTENTS
1
INTRODUCTION
.
1
2
MANUFACTURE
OF
STEEL
HOLLOW
SECTIONS
.
21
2.1
GENERAL
.
21
2.2
THE
MANUFACTURE
OF
SEAMLESS
TUBES
.
21
2.2.1
THE
SKEW
ROLL
PIERCING
AND
PILGER
ROLLING
PROCESS
.
23
2.2.2
THE
PUSH
BENCH
PROCESS
.
24
2.2.3
THE
PLUG
ROLLING
PROCESS
.
24
2.2.4
THE
EXTRUSION
PROCESS
.
25
2.2.5
THE
CONTINUOUS
ROLLING
PROCESS
.
25
2.3
THE
MANUFACTURE
OF
WELDED
TUBES
.
25
2.3.1
THE
SUBMERGED-ARC
WELDING
PROCESS
.
26
2.3.2
THE
GAS-SHIELDED
ARC
WELDING
PROCESS
.
27
2.3.3
THE
CONTINUOUS
PRESSURE
WELDING
PROCESS
(FRETZ-MOON)
.
28
2.3.4
THE
ELECTRIC
RESISTANCE
PRESSURE
WELDING
PROCESS
.
28
2.4
THE
STRETCH-REDUCING
OR
REDUCING
PROCESS
.
28
2.5
THE
MANUFACTURE
OF
RECTANGULAR
AND
SQUARE
HOLLOW
SECTIONS
.
29
2.6
THE
MANUFACTURE
OF
HOLLOW
SECTIONS
WITH
FURTHER
SHAPES
.
29
2.7
THE
TESTING
OF
STEEL
HOLLOW
SECTIONS
.
29
3
STRUCTURAL
HOLLOW
SECTION
STEEL
GRADES
.
33
3.1
GENERAL
.
33
3.2
SELECTION
OF
STEEL
GRADES
FOR
STRUCTURAL
DESIGN
.
41
4
DIMENSIONS,
TOLERANCES
AND
SECTIONAL
PROPERTIES
OF
CIRCULAR,
SQUARE
AND
RECTANGULAR
HOLLOW
SECTIONS
.
45
4.1
GENERAL
.
45
4.2
GEOMETRICAL
AND
SECTIONAL
PROPERTIES
OF
HOLLOW
SECTIONS
.
47
4.2.1
CIRCULAR
HOLLOW
SECTIONS
(CHS)
.
48
4.2.2
RECTANGULAR,
INCLUDING
SQUARE,
HOLLOW SECTIONS
(RHS)
.
48
4.2.3
LARGER
DIMENSIONS
OF
SQUARE
AND
RECTANGULAR
HOLLOW
SECTIONS
(RHS)
.
49
5
DESIGN
BASES
FOR
HOLLOW
SECTIONS
IN
STEEL
STRUCTURES
.
51
5.1
GENERAL
.
51
5.2
PARTIAL
SAFETY
FACTORS
.YY
.
52
5.2.1
ACTIONS
AND
THEIR
PARTIAL
SAFETY
FACTORS
.
53
5.2.2
RESISTANCES
AND
THEIR
PARTIAL
SAFETY
FACTORS
.
54
5.3
DESIGN
RESISTANCES
OF
CROSS
SECTIONS
.
56
5.3.1
HOLLOW
SECTIONS
IN
AXIAL
FORCE
.
56
5.3.2
HOLLOW
SECTIONS
IN
BENDING
AND
SHEAR
.
57
5.3.2.1
DESIGN
FOR
PURE
UNI-AXIAL
BENDING
.
57
X
CONTENTS
5.3.2.2
COMBINED
UNI-AXIAL
BENDING
AND
AXIAL
FORCE
(WITHOUT
CONSIDERING
SHEAR)
.
58
5.3.2.3
COMBINED
BI-AXIAL
BENDING
AND
AXIAL
FORCE
(WITHOUT
CONSIDERING
SHEAR)
.
58
5.3.2.4 STRESS
DESIGN
OF
HOLLOW
SECTIONS
IN
SHEAR
.
59
5.3.2.5
DESIGN
FOR
BENDING
CONSIDERING
SHEAR
.
59
5.3.2.6
EQUIVALENT
STRESS
FOR
COMBINED
AXIAL
FORCE
AND
SHEAR
.
61
5.3.3
STABILITY
CASES
-
FLEXURAL
(OVERALL)
AND
LOCAL
BUCKLING
OF
HOLLOW
SECTIONS
.
61
5.3.3.1
DESIGN
FOR FLEXURAL
BUCKLING
.
61
5.3.3.2
LOCAL
BUCKLING
OF
HOLLOW
SECTIONS
.
66
5.3.3.3
HOLLOW
SECTIONS
IN
COMBINED
COMPRESSION
AND
BENDING
.
77
5.3.3.4
BUCKLING
LENGTH
.
82
5.3.3.5
DESIGN
EXAMPLES
.
86
5.3.4
HOLLOW
SECTIONS
IN
TORSION
.
88
5.4
LIST
OF
SYMBOLS
.
90
6
STRUCTURAL
ELEMENTS
AND
CONSTRUCTIONS
WITH
HOLLOW
SECTIONS
UNDER
PREDOMINANTLY STATIC
LOADING
.
93
6.1
SINGLE
SECTION
BEAMS
.
94
6.2
COLUMNS
.
94
6.2.1
COLUMN-TO-TRUSS
CONNECTIONS
.
96
6.2.2
BEAM-TO-COLUMN
CONNECTIONS
.
98
6.3
ARCHED GIRDERS
.
102
6.4
KNEE
JOINTS
.
103
6.4.1
KNEE
JOINTS
WITH
CIRCULAR
HOLLOW
SECTIONS
.
107
6.5
END-TO-END
CONNECTIONS
.
108
6.5.1
INDIRECTLY
JOINED
BOLTED
CONNECTIONS
.
108
6.5.2
INDIRECTLY
JOINED
WELDED
CONNECTIONS
.
121
6.5.3
DIRECTLY
JOINED
WELDED
CONNECTIONS
.
122
6.6
LATTICE
GIRDERS
(TRUSSES)
.
126
6.6.1
SINGLE
PLANE
LATTICE
GIRDERS
WITH
HOLLOW
SECTIONS
.
128
6.6.1.1
ECONOMICAL
ASPECTS
REGARDING
THE
SELECTION
OF
LATTICE
GIRDER
TYPES
WITH
HOLLOW
SECTIONS
.
130
6.6.2
DESIGN
ARRANGEMENT
OF
TRUSS
JOINTS
WITH
HOLLOW
SECTIONS
CONSISTING
OF
DIRECTLY
WELDED CHORD
AND
BRACING
MEMBERS
.
130
6.6.3
WELD
SEAMS
IN
TRUSSES
WITH
HOLLOW
SECTIONS
CONSISTING
OF
DIRECTLY
WELDED
BRACING
AND
CHORD
MEMBERS
.
135
6.6.3.1
DESIGN
OF
WELDS
IN
TRUSS
JOINTS
.
138
6.6.3.2
WELD
SEQUENCES
FOR
TRUSS
JOINTS
.
141
6.6.3.3
WELD
LENGTHS
IN
TRUSS
JOINTS
.
142
6.6.4
ANALYSIS
OF
THE
STRENGTH
(RESISTANCE)
BEHAVIOUR
OF
A
TRUSS
WITH
HOLLOW
SECTIONS
.
144
6.6.4.1
DESIGN
STRENGTHS
OF
TRUSS
JOINTS
WITH
DIRECTLY
WELDED
BRACING
AND
CHORD
MEMBERS
.
147
6.6.4.2
DESIGN
STRENGTHS
OF
REINFORCED
TRUSS
JOINTS
UNDER
PREDOMINANTLY
STATIC
LOADING
.
171
6.6.4.3
DESIGN
OF
TRUSS
JOINTS
WITH
CRANKED
CHORD
.
175
6.6.4.4
DESIGN
STRENGTHS
OF
UNI-PLANAR
WELDED
TRUSS
JOINTS
WITH
I
OR
H
SECTION
AS
CHORD
AND
HOLLOW
SECTIONS
AS
BRACINGS
.
175
6.6.4.5
DESIGN
STRENGTHS
OF
UNI-PLANAR
WELDED
TRUSS
JOINTS
WITH
C-PROFILE
(CHANNEL)
AS
CHORD
AND
HOLLOW
SECTIONS
AS
BRACINGS
.
179
6.6.5
DESIGN
OF
UNI-PLANAR
TRUSSES
WITH
DIRECTLY
WELDED
HOLLOW
SECTIONS
.
183
CONTENTS
XI
6.6.6
DESIGN
STRENGTHS
OF
SPECIAL
UNI-PLANAR
WELDED
TRUSS
JOINTS
OF
CIRCULAR
HOLLOW
SECTIONS
(CHS)
.
186
6.6.7
DESIGN
STRENGTHS
OF
MULTI-PLANAR
WELDED
TRUSS
JOINTS
.
186
6.6.8
JOINTS
WITH
BRACINGS
OF
CIRCULAR
HOLLOW
SECTIONS
WITH
FLATTENED
ENDS
.
193
6.6.9
JOINTS
WITH
RECTANGULAR
OR
SQUARE
HOLLOW
SECTIONS
(RHS)
IN
A
DOUBLE-CHORD
TRUSS
.
204
6.7
HOLLOW
SECTION
JOINTS
IN
VIERENDEEL
TRUSSES
LOADED
BY
BENDING
MOMENT
.
207
6.7.1
RHS
T
JOINTS
UNDER
IN-PLANE
BENDING
MOMENT
M
LP
.
208
6.7.2
RHS
X
JOINTS
UNDER
IN-PLANE
BENDING
MOMENT
M
TP
.
212
6.7.3
INTERACTION
BETWEEN
AXIAL
FORCE
N,
AND
IN-PLANE
BENDING MOMENT
M
LP
IN
RHS
T
AND
X
JOINTS
.
212
6.7.4
DESIGN
OF
WELDED
RHS
T
JOINTS
UNDER
AXIAL
FORCE
N,
AND
IN-PLANE
BENDING
MOMENT
M
IP
WITH
THE
AID
OF
THE
DESIGN
DIAGRAMS
.
212
6.7.5
CHS
T,YANDX
JOINTS
UNDER
M
IP
.
214
6.7.6
RHS
T
JOINTS
IN
VIERENDEEL
GIRDERS
.
216
6.7.7
DESIGN
RESISTANCES
OF
CHS
AND
RHS
JOINTS
UNDER
OUT-OF-PLANE
BENDING
MOMENT
M
OP
.
219
6.7.7.1
DESIGN
RESISTANCES
OF
RHS
JOINTS
UNDER
M
OP
.
219
6.7.7.2
DESIGN
RESISTANCES
OF
CHS
JOINTS
UNDER
M
OP
.
219
6.8
DESIGN
RESISTANCES
OF
T
AND
X
CONNECTIONS
OF
PLATES,
I-PROFILES
OR
RHS
SECTIONS
TO
CHS
OR
RHS
.
220
6.8.1
T
AND
X
CONNECTIONS
WITH
CHS
CHORD MEMBERS
.
220
6.8.2
T
CONNECTIONS
WITH
RHS
CHORD
MEMBERS
.
223
6.9
DESIGN
OF
BEAM-TO-COLUMN
CONNECTIONS
.
223
6.9.1
RHS
COLUMN
WITH
I-BEAM
.
223
6.9.2 I
SECTION
COLUMN
WITH
RHS
BEAM
.
225
6.10
SPECIAL
JOINT
OF
RHS
CHORD
AND
RHS
BRACING
WITH
"
BILL-SHAPED
"
OR
"
BIRD-MOUTH
"
END
.
226
6.11
LIST
OF
SYMBOLS
.
227
7
DESIGN
OF
WELDED
HOLLOW
SECTION
JOINTS
SUBJECTED
TO
FATIGUE
LOADING
.
231
7.1
GENERAL
.
231
7.2
FATIGUE
RESISTANCE
FOR
CUMULATIVE
LOAD
(LOAD
SPECTRUM)
.
235
7.3
EFFECT
OF
RESIDUAL
STRESSES
ON
THE
FATIGUE
RESISTANCE
OF
HOLLOW
SECTION
JOINTS
.
236
7.4
EFFECT
OF
CORROSIVE
ENVIRONMENT
ON
THE
FATIGUE
OF
HOLLOW
SECTION
JOINTS
.
238
7.5
STRESS
OR
STRAIN
DISTRIBUTION
IN
HOLLOW
SECTION
JOINTS
.
238
7.5.1
STRESS
CONCENTRATION
FACTOR
SCFAND
STRAIN
CONCENTRATION
FACTOR
SNCF
.
243
7.5.1.1
EXPERIMENTAL
MEASUREMENT
OF
STRAINS
WITH
STRAIN
GAUGES
.
243
7.5.1.2
THEORETICAL
DETERMINATION
OF
STRESSES
OR
STRAINS
USING
"
FINITE
ELEMENT
"
ANALYSIS
.
245
7.5.1.3
DETERMINATION
OF
STRESS
OR
STRAIN
CONCENTRATION
FACTORS
(SCF
OR
SNCF)
.
247
7.5.1.4
DETERMINATION
OF
TOTAL
HOT
SPOT
STRESS
RANGE
S
R
,HS,TOTAL
USING
STRESS
CONCENTRATION
FACTORS
.
249
7.5.1.5
PARAMETRIC
FORMULAE
FOR THE
DETERMINATION
OF
STRESS
CONCENTRATION
FACTORS
FOR
WELDED
HOLLOW
SECTION
JOINTS
.
251
7.6
EFFECT
OF
SECONDARY
BENDING
MOMENTS
ON
THE
FATIGUE
STRENGTH
OF
RHS
AND
CHS
TRUSS
JOINTS
OF
K.
AND
N
TYPE
.
283
7.7
BASIC
"
S
RHS
VS.N
F
"
LINES
FOR
WELDED
UNI-PLANAR
CHS
AND
RHS
(SQUARE)
JOINTS
(T,
X,
K,
N
AND
KT)
.
284
XII
CONTENTS
7.7.1
CORRECTION
FACTORS
ACCOUNTING
FOR THE WALL
THICKNESS
OF
THE
APPLICABLE
MEMBER
(CHORD
AND
BRACING)
BEING
CHECKED
FOR
FATIGUE
CRACKING
AND
THE
FATIGUE
LINES
"
S
R
,
HS
VS.
N
F
"
.
286
7.7.2
APPLICATION
OF
HIGH
STRENGTH
STEELS
.
288
7.8
BASIC
"
S
RIHS
VS.
N
F
"
LINES
FOR
WELDED
MULTI-PLANAR
CHS
AND
SQUARE
HOLLOW
SECTION
JOINTS
(TT,
XX
AND
KK)
.
290
7.9
DESIGN
PROCEDURE
FOR
WELDED,
UNI-PLANAR
OR
MULTI-PLANAR
CHS
OR
RHS
(SQUARE)
TRUSS
JOINTS
SUBJECTED
TO
FATIGUE
LOADING
.
291
7.10
FATIGUE
STRENGTH
DESIGN
PROCEDURE
FOR
HOLLOW
SECTION
CONNECTIONS
AND
TRUSS
JOINTS
USING
THE
"
CLASSIFICATION
"
METHOD
.
293
7.10.1
CHS
CONNECTIONS
WITH
SPLICE
PLATES
.
296
7.10.2
RECOMMENDATION
FOR THE
MODIFICATION
OF
THE
DETAIL
CATEGORIES
FOR THE
HOLLOW
SECTION
JOINTS
ACCORDING
TO
EC
3
.
300
7.11
EFFECT
OF
THE
LOCAL
REINFORCEMENT
BY
PLATES
ON
THE
FATIGUE
STRENGTH
OF
RHS
JOINTS
.
303
7.12
REPAIR
AND
RECONSTRUCTION
OF
HOLLOW
SECTION
JOINTS
IN
THE
CRITICAL
ZONES
SUSCEPTIBLE
TO
RUPTURES
BY
CRACKS
.
303
7.12.1
APPLICATION
OF
A
CRACK
STOPPER
IN
THE
FORM
OF
A
DRILLED
HOLE
.
306
7.12.2
GRINDING
OR
GOUGING
OF
THE
CRACK
AND
REWELDING
.
306
7.12.3
MOUNTING
A
PLATE
OR
A
SHELL
ON
THE
CHORD
FLANGE
(CRACK
IN
THE
CHORD
FLANGE)
.
307
7.12.4
FITTING
RHS
ANGLE
PIECES
.
308
7.13
IMPROVEMENT
OF
FATIGUE
STRENGTH
APPLYING
MECHANICAL
AND
THERMAL
PROCESSES
.
308
7.13.1
POST-WELD
HEAT
TREATMENT
.
309
7.13.2 SHOT
PEENING
AND
HAMMER
PEENING
.
309
7.13.3
OVERLOADING
OF
A
STRUCTURAL
ELEMENT
.
309
7.13.4
STRESS
RELIEVING
VIBRATION
.
310
7.13.5
GRINDING
OF
WELD
TRANSITION
ZONES
.
310
7.13.6
TIG
OR
PLASMA
POST-TREATMENT
.
311
7.14
FATIGUE
OF
BOLTED
FLANGE
CONNECTIONS
.
311
7.15
LIST
OF
SYMBOLS
.
314
8
FABRICATION,
ASSEMBLY
AND
TRANSPORT
OF
HOLLOW
SECTION
STRUCTURES
.
317
8.1
GENERAL
.
317
8.2
CUTTING
.
318
8.2.1
FLAME
CUTTING
.
318
8.2.1.1
MANUAL
FLAME
CUTTING
.
319
8.2.1.2
AUTOMATIC
FLAME
CUTTING
BY
MACHINES
.
320
8.2.2
SAWING
.
322
8.2.3
PLASMA
CUTTING
.
325
8.2.4
LASER
CUTTING
.
325
8.3
SLOTTING
.
326
8.4
FLATTENING
OF
HOLLOW
SECTION
ENDS
.
327
8.5
BENDING
(ARCHING)
OF
HOLLOW
SECTIONS
.
327
8.5.1
COLD
BENDING
OF
CHS
.
329
8.5.1.1
COLD
BENDING
BY
PRESSING
.
329
8.5.1.2
COLD
BENDING
USING
A
"
FORMER
"
BOX
.
329
8.5.1.3
COLD
BENDING
WITH
A
THREE-ROLLER
BENDER
.
329
8.5.1.4
ARCHES
BY
MEANS
OF
MITRE
CUTS
.
330
8.5.2
COLD
BENDING
OF
RHS
.
330
CONTENTS
XIII
8.5.2.1
COLD
BENDING
BY
PRESSING
.
330
8.5.2.2
ARCHES
BY
MEANS
OF
A)
MITRE
CUTS
OR
B)
"
V
"
CUTOUTS
.
330
8.5.2.3
COLD
BENDING
WITH
A
THREE-ROLLER
BENDER
.
330
8.5.3
HOT
BENDING
OF
HOLLOW
SECTIONS
.
331
8.5.3.1
HOT
BENDING
OF
HOLLOW
SECTIONS
FILLED
UP
WITH
SAND
.
331
8.5.3.2
"HAMBURGER
ARCH
"
(CHS
ONLY)
.
331
8.5.3.3
BENDING
WITH
INDUCTIVE
HEATING
.
331
8.5.3.4
HOT
BENDING
WITH
A
THREE-ROLLER
BENDER
.
331
8.5.3.5
CAMBERING
.
332
8.6
BOLTING
.
332
8.6.1
BLIND
BOLTING
.
333
8.6.1.1
FLOW
DRILL
.
333
8.6.1.2
LINDAPTER
HOLLO-FAST
.
334
8.6.1.3
HUCK
ULTRA-TWIST
.
334
8.7
WELDING
.
335
8.7.1
HOLLOW
SECTION
STEEL
GRADES
AND
THEIR
WELDABILITY
.
335
8.7.2
METHODS
FOR
WELDING
HOLLOW
SECTION
JOINTS
.
336
8.7.2.1
MANUAL
SHIELDED
METAL
ARC
WELDING
WITH
STICK
ELECTRODES
COATED
WITH
SHIELDING
FLUX
MATERIAL
.
337
8.7.2.2
GAS
METAL
ARC
WELDING
GMAW
.
338
8.7.2.3
FLUX
CORED
ARC
WELDING
FCAW
.
339
8.7.2.4
SUBMERGED
ARC
WELDING
SAW
.
339
8.7.3
PREPARATION
OF
THE
WELDS
IN
HOLLOW
SECTION
STRUCTURES
.
339
8.7.4
WELDING
POSITIONS
AND
SEQUENCES
.
339
8.7.5
TACK
WELDING
.
340
8.7.5.1
PLUG
AND
SLOT
WELDING
.
341
8.7.6
POST-HEAT
TREATMENT
OF
WELDED
CONSTRUCTIONS
OF
HOLLOW
SECTIONS
.
342
8.7.7
RESIDUAL
STRESS
AND
DEFORMATION
DUE
TO
WELDING
AND
THEIR
REDUCTION
MEASURES
.
342
8.7.8
WELD
DEFECTS
AND
THEIR
REPAIRS
.
343
8.7.9
INSPECTION
OF
WELDS
.
343
8.7.9.1
VISUAL
INSPECTION
.
345
8.7.9.2
MAGNETIC
PARTICLE
TEST
.
345
8.7.9.3
DYE
PENETRATION
TEST
.
345
8.7.9.4
ULTRASONIC
INSPECTION
.
346
8.7.9.5
RADIOGRAPHIC
INSPECTION
BY
X
OR
Y
RAYS
.
346
8.7.10
PERFORMANCE
QUALIFICATION
TESTS
FOR
WELDERS
AND
WELDING
WORKSHOPS
.
347
8.7.11
WELDING
OF
COLD
FORMED
HOLLOW
SECTIONS
.
348
8.7.12
STUD
WELDING
.
348
8.7.13
LASER
WELDING
.
349
8.7.14
GENERAL
RECOMMENDATIONS
FOR
WELDING
.
349
8.8
NAILING
.
351
8.9
APPLICATION
OF
CAST
STEEL
ELEMENTS
IN
HOLLOW
SECTION
STRUCTURES
.
352
8.10
ASSEMBLY
.
361
8.11
TRANSPORT
OF
HOLLOW
SECTIONS
AND
THEIR
STRUCTURES
.
363
8.12
LIST
OF
SYMBOLS
.
364
9
SPACE
STRUCTURES
.
367
9.1
GENERAL
.
367
9.2
CONSTRUCTIONAL
ELEMENTS
OF
SPACE
STRUCTURES
.
368
XIV
CONTENTS
9.3
ASSEMBLY
AND
ERECTION
OF
SPACE
FRAMES
.
370
9.4
CALCULATION
OF
SPACE
STRUCTURES
.
372
9.5
ECONOMIC
OPTIMIZATION
OF
SPACE
STRUCTURES
.
373
9.6
FURTHER
REMARKS
TO
THE
DESIGN
OF
SPACE
STRUCTURES
.
373
10
END
FIXITY
OF
RECTANGULAR
HOLLOW
SECTION
COLUMNS
IN
A
CONCRETE
FUNDAMENT
.
377
11
HOLLOW
SECTIONS
IN
COMPOSITE
CONSTRUCTION
.
381
11.1
HOLLOW
SECTION
COMPOSITE
COLUMNS
.
381
11.1.1
DESIGN
STRENGTH
(RESISTANCE)
OF
HOLLOW
SECTION
COMPOSITE
COLUMNS
.
382
11.1.1.1
GENERAL
.
382
11.1.1.2
METHODICALLY
CONCENTRIC
AXIAL
COMPRESSION
.
383
11.1.1.3
EFFECT
OF
LONG-TERM
BEHAVIOUR
OF
CONCRETE
ON
THE
DESIGN
STRENGTH
(RESISTANCE)
OF
SLENDER
COLUMNS
.
384
11.1.1.4
INCREASED
DESIGN
STRENGTH
(RESISTANCE)
FOR
COMPACT
CHS
COLUMNS
FILLED
UP
WITH
CONCRETE
.
384
11.1.1.5
DESIGN
STRENGTH
(RESISTANCE)
OF
COMPOSITE
HOLLOW
SECTION
COLUMNS
UNDER
COMPRESSION
AND
UNI-AXIAL
BENDING
.
385
11.1.1.6
ULTIMATE
STRENGTH
(RESISTANCE)
OF
A
HOLLOW
SECTION
CROSS
SECTION
UNDER
COMPRESSION
AND
BENDING
.
387
11.1.1.7
DESIGN
STRENGTH
(RESISTANCE)
OF
COMPOSITE
HOLLOW
SECTION
COLUMNS
UNDER
COMPRESSION
AND
BI-AXIAL
BENDING
.
388
11.1.1.8
APPROXIMATE
CALCULATION
FOR
M-N-INTERACTION
IN
COMPOSITE
HOLLOW
SECTION
COLUMNS
.
393
11.1.1.9
INFLUENCE
OF
SHEAR
FORCES
.
395
11.1.1.10
LOAD
INTRODUCTION
.
395
11.2
TRUSS
JOINTS
IN
RHS
WITH
CONCRETE-FILLED
CHORD
MEMBERS
.
397
11.3
FABRICATION
OF
CONCRETE-FILLED
HOLLOW
SECTION
COLUMNS
.
399
11.3.1
STRUCTURAL
COMPONENTS
.
399
11.3.1.1
HOLLOW
SECTIONS
.
399
11.3.1.2
CONCRETE
.
399
11.3.1.3
REINFORCEMENTS
.
400
11.3.2
CONCRETE
FILLING
OPERATION
METHODS
.
401
11.3.2.1
CONNECTIONS
OF
CONCRETE-FILLED
HOLLOW
SECTION
COLUMNS
FROM
FLOOR
TO
FLOOR
IN
A
BUILDING
.
403
11.4
LIST
OF
SYMBOLS
.
404
12
CORROSIVE
BEHAVIOUR
AND
PROTECTION
AGAINST
CORROSION
OF
STEEL
HOLLOW
SECTIONS
AND
THEIR
STRUCTURES
.
405
12.1
GENERAL
.
405
12.2
INTERNAL
CORROSION
OF
HOLLOW
SECTIONS
AND
THEIR
STRUCTURES
.
405
12.3
EXTERNAL
CORROSION
OF
HOLLOW
SECTIONS
AND
THEIR
STRUCTURES
.
407
12.4
PROTECTION
MEASURES
AGAINST
CORROSION
.
408
12.4.1
COATINGS
FOR
PROTECTION
AGAINST
CORROSION
.
408
12.4.1.1
CORROSION
PROTECTION
WITH
A
"
SHOP
PRIMER"
.
409
12.4.2
METALLIC
COATING
BY
SPRAYING
.
410
12.4.2.1
HOT
DIP
GALVANIZATION
.
410
12.4.2.2
ZINC
COATING
IN
GALVANIC
BATH
.
413
CONTENTS
XV
12.4.3
ELECTROCHEMICAL
POLARISATION
.
413
12.4.4
APPLICATION
OF
HOLLOW
SECTIONS
OF
WEATHERING
STEELS
.
413
13
STRUCTURAL
HOLLOW
SECTIONS
EXPOSED
TO
FIRE
.
415
13.1
GENERAL
.
415
13.2
DESIGN
RESISTANCE
OF
UNPROTECTED
AND
UNFILLED
STEEL
HOLLOW
SECTIONS
.
418
13.2.1
DESIGN
RESISTANCE
OF
HOLLOW
SECTION
MEMBERS
UNDER
TENSION
.
419
13.2.2
DESIGN
RESISTANCE
OF
HOLLOW
SECTION
MEMBERS
WITH
A
UNIFORM
TEMPERATURE
Q
A
UNDER
COMBINED AXIAL
TENSION
AND
BENDING
MOMENT
.
419
13.2.3
DESIGN
BUCKLING
RESISTANCE
OF
HOLLOW
SECTION
MEMBERS
WITH
CLASS
1,
CLASS
2
OR
CLASS
3
CROSS
SECTIONS
WITH
A
UNIFORM
TEMPERATURE
0
A
UNDER
AXIAL
COMPRESSION
.
420
13.2.4
DESIGN
BUCKLING
RESISTANCE
OF
HOLLOW
SECTION
MEMBERS
WITH
CLASS
1
UND
CLASS
2
CROSS
SECTIONS
WITH
A
UNIFORM
TEMPERATURE
UNDER
AXIAL
COMPRESSION
AND
BENDING
MOMENT
.
420
13.2.5
SIMPLIFIED
DESIGN
OF
A
HOLLOW
SECTION
COLUMN
EXPOSED
TO
FIRE
UNDER
CONCENTRIC
AND
ECCENTRIC
AXIAL
COMPRESSIVE
LOAD
.
420
13.3
EXTERNAL
PROTECTION
AGAINST
FIRE
.
421
13.3.1
EXTERNAL
FIRE
INSULATIONS
.
421
13.3.2
FIRE
PROTECTION
PAINTS
.
422
13.3.3
DESIGN
OF
EXTERNAL
INSULATION
.
422
13.4
FIRE
PROTECTION
OF
STEEL
HOLLOW
SECTIONS
BY
WATER
COOLING
.
423
13.4.1
FUNDAMENTALS
TO
WATER
COOLING
SYSTEMS
.
423
13.4.2
DESIGN
OF
WATER
COOLING
INSTALLATIONS
.
427
13.5
FIRE
PROTECTION
OF
STEEL
HOLLOW
SECTION
COLUMNS
BY
FILLING
WITH
CONCRETE
.
428
13.5.1
FUNDAMENTALS
.
428
13.5.2
FIRE
DESIGN
OF
CONCRETE
FILLED
HOLLOW
SECTION
COLUMNS
WITHOUT
EXTERNAL
INSULATION
.
431
13.5.2.1
LEVEL
1
DESIGN:
TABULATED
DATA
.
431
13.5.2.2
LEVEL
2
DESIGN:
SIMPLE
DESIGN
DIAGRAMS
.
431
13.5.2.3
LEVEL
3
DESIGN:
GENERAL
CALCULATION
METHOD
.
462
13.5.3
FIRE
PROTECTION
OF
HOLLOW
SECTION
COLUMNS
FILLED
BY
CONCRETE
WITH
STEEL
FIBRE
REINFORCEMENT
WITHOUT
EXTERNAL
INSULATION
.
462
13.6
FIRE
PROTECTION
OF
HOLLOW
SECTION
COLUMN
TO
BEAM
CONNECTIONS
.
463
13.6.1
UNFILLED
HOLLOW
SECTION
COLUMNS
WITH
OR
WITHOUT
EXTERNAL
INSULATION
.
463
13.6.2
CONCRETE
FILLED
HOLLOW
SECTION
COLUMNS
.
463
13.6.3
WATER
COOLED
HOLLOW
SECTION
COLUMNS
.
465
13.7
LIST
OF
SYMBOLS
.
465
14
WIND
LOADS
ON
CIRCULAR
AND
RECTANGULAR
HOLLOW
SECTIONS
AND
THEIR
LATTICE
STRUCTURES
.
467
14.1
GENERAL
.
467
14.2
WIND
LOADS
ON
SINGLE
CIRCULAR
CYLINDERS
.
467
14.3
WIND
LOADS
ON
SINGLE
SQUARE
CYLINDERS
.
469
14.4
WIND
LOADS
ON
LATTICE
STRUCTURES
IN
CIRCULAR
HOLLOW
SECTIONS
.
470
14.4.1
APPROXIMATE
CALCULATION
OF
WIND
LOADS
ON
LATTICE
MASTS
.
471
14.5
WIND
FORCE
COEFFICIENTS
FOR
CIRCULAR
HOLLOW
SECTION
CYLINDERS
AND
THEIR
LATTICE
STRUCTURES
ACCORDING
TO
DIN
1055-4,
ISSUE
8/86
AND
EC
1
.
476
14.6
WIND
LOADS
OF
UNI-PLANAR
AND
MULTI-PLANAR
LATTICE
STRUCTURES
WITH
SQUARE
HOLLOW
SECTIONS
.
477
XVI
CONTENTS
14.6.1
UNI-PLANAR
LATTICE
STRUCTURES
.
480
14.6.2
MULTI-PLANAR
(SPACE)
LATTICE
STRUCTURES
WITH
SQUARE
OR
RECTANGULAR
PLAN
.
480
14.6.3
DESIGN
EXAMPLE
.
481
14.7
WIND
LOADS
ACCORDING
TO
EUROCODE
1
.
483
14.7.1
WIND
LOADS
.
483
14.7.1.1
WIND
FORCE
COEFFICIENTS
QFOR
RECTANGULAR
HOLLOW
SECTIONS
WITH
ROUNDED-OFF
CORNERS
.
483
14.7.1.2
WIND
FORCE
COEFFICIENTS
Q
FOR
CHS
MEMBERS
WITH
'
K
=
L/D
.
483
14.7.1.3
WIND
FORCE
COEFFICIENTS
QFOR
LATTICE
STRUCTURES
AND
SCAFFOLDING
.
483
14.8
LIST
OF
SYMBOLS
.
486
APPENDIX
I
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
COLD
FORMED
CIRCULAR
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
489
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
HOT
FINISHED
CIRCULAR
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
496
APPENDIX
II
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
COLD
FORMED
SQUARE
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
504
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
HOT
FINISHED
SQUARE
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
509
APPENDIX
III
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
COLD
FORMED
RECTANGULAR
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
513
NOMINAL
SIZES
AND
GEOMETRIC
PROPERTIES
OF
HOT
FINISHED
RECTANGULAR
HOLLOW
SECTIONS
ACCORDING
TO
EN
10219-2
.
522
APPENDIX
IV
NEW
ULTIMATE
JOINT
RESISTANCE
FORMULAE
FOR
UNI-PLANAR
AND
MULTI-PLANAR
CHS
T,
X
AND
XX
JOINTS
.
530
APPENDIX
V
NEW
ULTIMATE
RESISTANCE
FORMULAE
FOR WELDED,
UNI-PLANAR
AND
MULTI-PLANAR
I
BEAM
TO
RHS
COLUMN
CONNECTIONS
.
534
APPENDIX
VI
NEW
ULTIMATE
JOINT
RESISTANCE
FORMULAE
FOR
UNI-PLANAR
AND
MULTI-PLANAR
RHS
X,
XX
AND
TX
JOINTS
.
537
REFERENCES
.
541
SUBJECT
INDEX
.
565 |
| any_adam_object | 1 |
| author | Dutta, Dipak |
| author_facet | Dutta, Dipak |
| author_role | aut |
| author_sort | Dutta, Dipak |
| author_variant | d d dd |
| building | Verbundindex |
| bvnumber | BV014221857 |
| callnumber-first | T - Technology |
| callnumber-label | TA684 |
| callnumber-raw | TA684 |
| callnumber-search | TA684 |
| callnumber-sort | TA 3684 |
| callnumber-subject | TA - General and Civil Engineering |
| ctrlnum | (OCoLC)248734369 (DE-599)BVBBV014221857 |
| dewey-full | 624.177 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.177 |
| dewey-search | 624.177 |
| dewey-sort | 3624.177 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV014221857 |
| illustrated | Illustrated |
| indexdate | 2024-08-22T00:33:15Z |
| institution | BVB |
| isbn | 3433014582 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-009751634 |
| oclc_num | 248734369 |
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| owner | DE-Aug4 |
| owner_facet | DE-Aug4 |
| physical | XVI, 576 S. Ill., graph. Darst. : 25 cm |
| publishDate | 2002 |
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| publisher | Ernst |
| record_format | marc |
| spelling | Dutta, Dipak Verfasser aut Structures with hollow sections Dipak Dutta Berlin Ernst 2002 XVI, 576 S. Ill., graph. Darst. : 25 cm txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. 541 - 564. - Dt. Ausg. u.d.T.: Dutta, Dipak: Hohlprofil-Konstruktionen Structural dynamics Tubular steel structures Stahlkonstruktion (DE-588)4182836-7 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Hohlprofil (DE-588)4160445-3 gnd rswk-swf Stahlkonstruktion (DE-588)4182836-7 s Hohlprofil (DE-588)4160445-3 s Bemessung (DE-588)4005461-5 s DE-604 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009751634&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Dutta, Dipak Structures with hollow sections Structural dynamics Tubular steel structures Stahlkonstruktion (DE-588)4182836-7 gnd Bemessung (DE-588)4005461-5 gnd Hohlprofil (DE-588)4160445-3 gnd |
| subject_GND | (DE-588)4182836-7 (DE-588)4005461-5 (DE-588)4160445-3 |
| title | Structures with hollow sections |
| title_auth | Structures with hollow sections |
| title_exact_search | Structures with hollow sections |
| title_full | Structures with hollow sections Dipak Dutta |
| title_fullStr | Structures with hollow sections Dipak Dutta |
| title_full_unstemmed | Structures with hollow sections Dipak Dutta |
| title_short | Structures with hollow sections |
| title_sort | structures with hollow sections |
| topic | Structural dynamics Tubular steel structures Stahlkonstruktion (DE-588)4182836-7 gnd Bemessung (DE-588)4005461-5 gnd Hohlprofil (DE-588)4160445-3 gnd |
| topic_facet | Structural dynamics Tubular steel structures Stahlkonstruktion Bemessung Hohlprofil |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009751634&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT duttadipak structureswithhollowsections |