ISO 22762-6:2022

INTERNATIONAL ISO
STANDARD 22762-6
First edition
2022-07
Elastomeric seismic-protection
isolators —
Part 6:
High-durability and high-performance
specifications and test methods
Reference number
© ISO 2022
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Published in Switzerland
ii
Contents Page
Foreword .v
Introduction . vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 4
5 Classification . 4
6 Requirements . 5
6.1 General . 5
6.2 Type tests and routine tests . 5
6.3 Functional requirements . . 5
6.4 Design compressive force and design shear displacement . 5
6.5 Performance requirements . 5
6.5.1 General . 5
6.5.2 Compressive properties . 14
6.5.3 Shear properties . 14
6.5.4 Tensile properties . . 14
6.5.5 Dependencies of shear properties . 14
6.5.6 Dependencies of compressive properties . 14
6.5.7 Shear displacement capacity . 15
6.5.8 Durability . 15
6.6 Test pieces for type testing . 15
6.6.1 General .15
6.6.2 Number of test pieces . 16
6.6.3 Scale of test pieces . 17
6.7 Rubber material requirements . 17
6.8 Dimensional requirements . 17
6.9 Requirements on steel used for flanges and reinforcing plates . 17
6.10 Requirements on lead material for LRB. 17
7 Marking and labelling .17
7.1 General . 17
7.2 Information to be provided . 18
7.3 Additional requirements . 18
7.4 Marking and labelling examples . 18
8 Test methods .19
8.1 General . 19
8.2 Various dependence tests . 19
8.2.1 Repeated deformation dependence of shear properties . 19
8.2.2 Horizontal biaxial loading dependency . 21
8.2.3 Dependence of compression properties on shear strain .23
8.3 Ultimate properties under horizontal biaxial loading test . 23
8.3.1 Principle .23
8.3.2 Test machine . 24
8.3.3 Test piece . 24
8.3.4 Test conditions . 24
8.3.5 Procedure . 24
8.3.6 Expression of results . 25
8.3.7 Test report . 25
8.4 Tensile testing . 26
8.4.1 Allowable tensile strain .26
8.4.2 Shear strain dependency of tensile yield strength . 27
iii
8.4.3 Shear strain dependency of allowable tensile strain .28
8.4.4 Tensile fracture strain .29
8.5 Durability . 30
8.5.1 Cumulative shear strain .30
8.5.2 Horizontal shear creep test and residual shear strain test . 32
9 Quality assurance .34
Annex A (informative) Shear displacement capacity of various elastomeric seismic-
protection isolators .35
Annex B (informative) Example of the test method for ultimate properties under horizontal
biaxial loading .41
Bibliography .45
iv
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out
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ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).
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iso/foreword.html.
This document was prepared by Technical Committee ISO/TC 45, Rubber and rubber products,
Subcommittee SC 4, Products (other than hoses).
A list of all parts in the ISO 22762 series can be found on the ISO website.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www.iso.org/members.html.
v
Introduction
This document specifies requirements and test conditions for elastomeric seismic isolators used
for important buildings and buildings which can be subjected to frequent, large earthquakes; the
requirements and test conditions for the rubber material used in the manufacture of such isolators are
also specified.
Three grades of requirements for each test item are introduced. Grade I requirements for each test
item conform with the requirements given in ISO 22762-3 and are appropriate for standard buildings
unlikely to be subjected to frequent, large earthquakes. Grade II and grade III requirements for each test
item have to meet the more stringent requirements and be subjected to the more severe test conditions
given in this document. Grade III requirements for each test item are intended for the most important
buildings, and sites where large earthquakes can be particularly frequent.
There are a wide variety of requirements for seismic isolated buildings; there is no need to request the
same grade for all test items in the same project. Structural engineers may select grade II or III for each
test item in their requirements in order to perform the optimum building design.
Instances where this document differs from ISO 22762-3 include:
a) the number of test pieces to be used in type testing;
b) smaller tolerances allowed between measured properties and design characteristics;
c) smaller variations, due to effects such as temperature and compressive load, allowed in shear
properties.
vi
INTERNATIONAL STANDARD ISO 22762-6:2022(E)
Elastomeric seismic-protection isolators —
Part 6:
High-durability and high-performance specifications and
test methods
1 Scope
This document specifies specifications and test methods for elastomeric seismic isolators used for
buildings to guarantee high durability and high performance.
It is applicable to elastomeric seismic isolators used to provide buildings with protection from
earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel
plates. They are placed between a superstructure and its substructure to provide both flexibility for
decoupling structural systems from ground motion, and damping capability to reduce displacement
at the isolation interface and the transmission of energy from the ground into the structure at the
isolation frequency.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
ISO 7500-1, Metallic materials — Calibration and verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Calibration and verification of the force-measuring system
ISO 22762-1:2018, Elastomeric seismic-protection isolators — Part 1: Test methods
ISO 22762-3:2018, Elastomeric seismic-protection isolators — Part 3: Applications for buildings —
Specifications
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https:// www .iso .org/ obp
— IEC Electropedia: available at https:// www .electropedia .org/
3.1
allowable tensile strain
tensile strain whose influence on shear properties does not exceed a certain range
3.2
breaking
rupture of elastomeric isolator (3.8) due to compression- (or tension-) shear loading
3.3
buckling
state when elastomeric isolators (3.8) lose their stability under compression-shear loading
3.4
compressive properties
K
v
compressive stiffness for all types of rubber bearings
3.5
cumulative shear strain
sum of shear strain of a seismic-protection isolator when it is repeatedly deformed many times
3.6
design compressive stress
long-term compressive force on the elastomeric isolator (3.8) imposed by the structure
3.7
effective width
rectangular elastomeric isolator (3.8) smaller of the two side lengths of inner rubber to which direction
shear displacement is not restricted
3.8
elastomeric isolator
rubber bearing, for seismic isolation of buildings, bridges and other structures, which consists of multi-
layered vulcanized rubber sheets and reinforcing steel plates
EXAMPLE High-damping rubber bearings, linear natural rubber bearings and lead rubber bearings.
3.9
first shape factor
ratio of effectively loaded area to free deformation area of one inner rubber layer between steel plates
3.10
high-damping rubber bearing
HDR
elastomeric isolator (3.8) with relatively high damping properties obtained by special compounding of
the rubber and the use of additives
3.11
horizontal biaxial loading dependency
horizontal biaxial loading effect on various properties
3.12
horizontal shear creep test and residual shear strain test
changes in horizontal deformation that occur when the elastomeric isolator (3.8) is subjected to
a constant horizontal force for a long time due to strong winds such as a typhoon, and residual
deformation after unloading
3.13
inner rubber
rubber between multi-layered steel plates inside an elastomeric isolator (3.8)
3.14
lead rubber bearing
LRB
elastomeric isolator (3.8) with a lead plug or lead plugs press fitted into a hole or holes of the isolator
body to achieve damping properties
3.15
linear natural rubber bearing
LNR
elastomeric isolator (3.8) with linear shear force-deflection characteristics and relatively low damping
properties, fabricated using natural rubber
Note 1 to entry: Any bearing with relatively low damping can be treated as an LNR bearing for the purposes of
isolator testing.
3.16
roll-out
instability of an isolator with either dowelled or recessed connection under shear displacement
3.17
routine test
test for quality control of the production isolators during and after manufacturing
3.18
second shape factor
ratio of the diameter of the inner rubber (3.13) to the total thickness of
the inner rubber
3.19
second shape factor
ratio of the effective width (3.7) of the inner rubber (3.13)
to the total thickness of the inner rubber
3.20
shear strain dependency of allowable tensile strain
influence of the allowable tensile strain (3.1) due to a change of shear strain of elastomeric isolator (3.8)
3.21
shear strain dependency of tensile yield strength
influence of the tensile yield strength due to a change of shear strain of elastomeric isolator (3.8)
3.22
standard value
value of the isolator property defined by the manufacturer based on the results of the type test
3.23
structural engineer
engineer in charge of designing the structure for base-isolated bridges or buildings and responsible for
specifying the requirements for elastomeric isolators (3.8)
3.24
tensile fracture strain
strain at which elastomeric isolator (3.8) breaks in the tensile direction
3.25
type test
test for the verification of either material properties and isolator performances during the development
of the product or the achievement of the project design parameters
3.26
ultimate property
property at either buckling (3.3), breaking (3.2), or roll-out (3.16) of an isolator under compression-
shear loading
3.27
ultimate properties under horizontal biaxial loading test
critical characteristics of elastomeric isolators (3.8) when loaded in two directions in the horizontal
plane
3.28
ultimate property diagram
UPD
diagram giving the interaction curve of compressive stress and buckling (3.3) strain or breaking (3.2)
strain of an elastomeric isolator (3.8)
4 Symbols
For the purposes of this document, the symbols given in Table 1 apply.
Table 1 — Symbols and descriptions
Symbol Description
h equivalent damping ratio
eq
K post-yield stiffness (tangential stiffness after yielding of lead plug) of lead rubber bearing
d
K shear stiffness
h
P tensile force at break of isolator
Tb
P tensile yield force
Ty
Q characteristic strength
d
S first shape factor
S second shape factor
γ maximum shear displacement
max
γ design shear strain
γ maximum torsion strain
φ
γ ultimate shear strain under horizontal biaxial loading
b
γ maximum design shear strain during earthquake
max
γ ultimate shear strain under horizontal uniaxial loading
u
ε allowable limit of tensile strain
Tl
τ shear stress in bolt
B
τ shear static stress
s
5 Classification
The requirements for each test item of elastomeric seismic-protection isolators are classified into three
grades, grade III, grade II, and grade I, depending on durability and performance. Grade III and grade II
are high-endurance and high-performance specifications stipulated in this document, and the grade I is
a general specification prescribed by ISO 22762-3. In addition, grade III is more durable and has higher
performance specification than grade II.
The classification of each grade is shown in Table 2. Requirements for grade III and grade II are listed
in 6.5.
Structural engineers may select grade II or III for each test item in their requirements in order to
perform the optimum building design.
Table 2 — Classification of each grade
Grade Required items of Required performance level Required specimens
performance evaluation
I Required items of performance Required performance level is as Required specimens are as in
evaluation are as in ISO 22762- in ISO 22762-3:2018, Table 3. ISO 22762-3:2018, Table 4.
3:2018, Table 5.
II Some new performance items For some performance items, re- For some performance items, required
such as tensile property are quired performance level is spec- number and size of specimens are
added to those of grade I. ified severer than grade I. larger than grade I. In addition, for
some performance items, required
test condition is severer than grade I.
III For some performance items, re- For some performance items, required
quired performance level is spec- number and size of specimens are
ified severer than grade II. larger than grade II. In addition, for
some performance items, required
test condition is severer than grade II.
6 Requirements
6.1 General
Elastomeric isolators for buildings and the materials used in manufacture shall meet the requirements
specified in this clause. Test items for type test of isolators are shown in Table 3.
6.2 Type tests and routine tests
Type tests and routine tests are specified in ISO 22762-3:2018, 6.2.
6.3 Functional requirements
Functional requirements of elastomeric isolators used for buildings are specified in ISO 22762-3:2018,
6.3.
6.4 Design compressive force and design shear displacement
The design compressive forces, the design shear displacements, the design stress and the design strain
of an isolator are defined in ISO 22762-3:2018, 6.4.
6.5 Performance requirements
6.5.1 General
The performance requirements of grade II and III are shown below.
The isolators shall be tested and the results recorded using the specified test methods. They shall
satisfy all of the requirements of Grade II and III listed in Table 3. The test items are summarized in
Table 3 for type tests and routine tests. The standard value obtained from the tests shall be reported.
The standard temperature for determining the properties of elastomeric isolators is specified in
ISO 22762-3:2018, 6.1. Double-shear configuration testing (see ISO 22762-1:2018, 6.2.2.2) can be
employed with the approval of the structural engineer.
The standard values obtained from the tests satisfy the requirements shown in Table 4, Table 5 and
Table 6 depending to the type of isolators.
Table 3 — Tests on elastomeric isolators
Routine
Property Test item Test method Type test
test
Compressive Compressive stiffness ISO 22762-1:2018, 6.2.1,
X X
properties method 2
Shear properties Shear stiffness
Equivalent damping ratio
ISO 22762-1:2018, 6.2.2 X X
Post-yield stiffness (for LRB)
Characteristic strength (for LRB)
Tensile properties Tensile yield strength ISO 22762-1:2018, 6.5 N/A X
Allowable tensile strain 8.4.1 N/A X
Dependency of shear Shear strain dependency ISO 22762-1:2018, 6.3.1 N/A X
stiffness
Compressive stress dependency ISO 22762-1:2018, 6.3.2 N/A X
Frequency dependency ISO 22762-1:2018, 6.3.3 N/A X
Repeated loading dependency −1 ISO 22762-1:2018, 6.3.4 N/A X
Repeated loading dependency −2 8.2.1 N/A X
ISO 22762-1:2018, 6.3.5
Temperature dependency N/A X
ISO 22762-1:2018, 5.8
Horizontal biaxial loading dependency 8.2.2 N/A X
Dependency of com- Shear strain dependency ISO 22762-1:2018, 6.3.6 N/A X
pressive stiffness
Compressive stress dependency ISO 22762-1:2018, 6.3.7 N/A X
Dependency of tensile Shear strain dependency of tensile
8.4.2 N/A X
properties yield strength
Shear strain dependency of allowable
8.4.3 N/A X
tensile strain
Shear strain and dis- Ultimate shear strain, breaking strain,
placement capacity buckling strain, Ultimate property
diagram (UPD)
ISO 22762-1:2018, 6.4
or See Annex A and Annex B N/A X
for information.
Ultimate shear displacement, breaking
displacement, buckling displacement,
Ultimate property diagram (UPD)
Ultimate shear strain under horizontal
8.3 N/A X
biaxial loading
Tensile capacity Tensile fracture strength ISO 22762-1:2018, 6.5 N/A X
Tensile fracture strain 8.4.4 N/A X
Durability Property change ISO 22762-1:2018, 6.6.1 N/A X
Compressive creep ISO 22762-1:2018, 6.6.2 N/A X
Cumulative shear strain 8.5.1 N/A X
Horizontal shear creep test and 8.5.2
N/A X
residual shear strain test
X = test to be conducted with isolators; N/A = not applicable.
Table 4 — Performance requirement of LNR
Grade
Property Test item
III II
Compressive Compressive stiffness Tolerance
±15 % ±20 %
properties
a
Shear properties Shear stiffness Tolerance ±10 % ±15 %
Tensile properties Values at design
Tensile yield strength No requirement No requirement
shear strain
Allowable tensile Values at design
≥ 5 % ≥ 5 %
strain shear strain
Dependency of shear Allowable range of
stiffness Shear strain change with respect
−15 % to +10 % −20 % to +15 %
dependency to property value at
design shear strain
Allowable range of
change with respect
Compressive stress
to property value at −15 % to +8 % −30 % to +20 %
b
dependency
design compressive
stress
Percentage change
with respect to
Frequency dependency −5 % to +5 % −10 % to +10 %
value at design fre-
g
quency
Maximum decrease
Repeated loading allowed with re-
5 % 5 %
c
dependency −1 spect to property
value at 3rd cycle
Change in proper-
Repeated loading No requirement No requirement
ty with respect to
dependency −2 value value
value at 3rd cycle
Allowable change
Temperature with respect to
±5 % ±10 %
d
dependency value at design tem-
g
perature
Change with respect
Horizontal biaxial to value in one di- No requirement
Test not required
loading dependency rectional deforma- value
tion test
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
0 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
This is the average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 4 (continued)
Grade
Property Test item
III II
Dependency of Change with respect
Shear strain No requirement No requirement
compressive stiffness to value at zero
dependency value value
shear strain
Change with respect
Compressive stress to value at 30 % of No requirement No requirement
dependency design compressive value value
strain
Dependency of tensile Shear strain depend- Change with respect
No requirement No requirement
properties ency of tensile yield to value at design
value value
strength shear strain
Shear strain dependen- Change with respect
No requirement No requirement
cy of allowable tensile to value at design
value value
strain shear strain
Shear strain and Shear strain Shear strain
e
Ultimate shear strain
displacement capacity capacity: capacity:
Breaking strain,
Buckling strain Buckling strain
buckling strain,
≥ 3/4 × S × 100 % ≥ 2/3 × S × 100 %
2 2
U l t i m a t e pr op er t y
Breaking strain Breaking strain
diagram (UPD)
≥ 450 % ≥ 400 %
or Strain under design
compressive stress
or or
Ultimate shear
displacement Shear displacement Shear displacement
capacity: capacity:
Breaking displacement,
Buckling and Buckling and break-
buckling displacement,
breaking displace- ing displacement
U l t i m a t e pr op er t y ment
h
≥ 1,5 X
max
diagram (UPD)
h
≥ 1,7 X
max
Ultimate shear strain under horizontal biaxial No requirement
Test not required
f
loading value
Tensile capacity Tensile fracture Values at design No requirement No requirement
strength shear strain value value
Values at design
Tensile fracture strain ≥ 100 % ≥ 50 %
shear strain
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
0 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
This is the average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 4 (continued)
Grade
Property Test item
III II
Durability Maximum increase
Change of shear
with respect to 10 % 10 %
stiffness
g
initial value
Maximum decrease
Change of ultimate
with respect to 15 % 20 %
property
g
initial value
Compressive creep ≤6 % ≤8 %
Change in property
Cumulative shear No requirement No requirement
with respect to value
strain value value
at 3rd cycle
Horizontal shear creep test and residual shear No requirement No requirement
strain test value value
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
0 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
This is the average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 5 — Performance requirement of HDR
Grade
Property Test item
III II
Compressive properties Compressive stiffness Tolerance ±15 % ±30 %
a
Shear properties Shear stiffness
Tolerance ±10 % ±15 %
Equivalent damping
ratio
Design value of equivalent damping ratio 0,15 to 0,30
Tensile properties Values at design
Tensile yield strength No requirement No requirement
shear strain
Allowable tensile Values at design
≥ 5 % ≥ 5 %
strain shear strain
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
o 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
Average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 5 (continued)
Grade
Property Test item
III II
Dependency of shear Allowable range of
stiffness Shear strain change with respect No requirement No requirement
dependency to property value at value value
design shear strain
Allowable range of
change with respect
K : −15 % to +8 % K : ± 20 %
Compressive stress h h
to property value at
b
dependency
H : −8 % to +25 % H : ± 50 %
design compressive eq eq
stress
Percentage change
Frequency with respect to No requirement No requirement
dependency value at design fre- value value
g
quency
Allowable range of
K : ≥ −20 % K : ≥ −30 %
Repeated loading change with respect h h
c
dependency −1 to property value at
H : ± 20 % H : ± 20 %
eq eq
3rd cycle
Change in proper-
Repeated loading No requirement No requirement
ty with respect to
dependency −2 value value
value at 3rd cycle
Allowable change
K : −15 % to +20 % K : −20 % to +25 %
Temperature with respect to h h
d
dependency value at design tem-
H : ± 10 % H : −15 % to +10 %
eq eq
g
perature
Change with respect
Horizontal biaxial to value in one di- No requirement No requirement
loading dependency rectional deforma- value value
tion test
Dependency of Change with respect
Shear strain No requirement No requirement
compressive stiffness to value at zero
dependency value value
shear strain
Change with respect
Compressive stress to value at 30 % of No requirement No requirement
dependency design compressive value value
strain
Dependency of tensile Shear strain depend- Change with respect
No requirement No requirement
properties ency of tensile yield to value at design
value value
strength shear strain
Shear strain depend- Change with respect
No requirement No requirement
ency of allowable to value at design
value value
tensile strain shear strain
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
o 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
Average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 5 (continued)
Grade
Property Test item
III II
e
Shear strain and Ultimate shear strain Shear strain
Shear strain capacity:
displacement capacity capacity:
Breaking strain,
Buckling strain
Buckling strain
buckling strain,
≥ 2/3 × S × 100 %
≥ 3/4 × S × 100 %
U lt imate proper t y
Breaking strain
diagram (UPD), Breaking strain
≥ 400 %
or Strain under design ≥ 450 %
compressive stress or
Ultimate shear or
displacement, Shear displacement
Shear displacement
capacity:
Breaking displacement, capacity:
Buckling and break-
buckling displacement, Buckling and break-
ing displacement
ing displacement
U lt imate proper t y
h
≥ 1,5 X
h max
diagram (UPD) ≥ 1,7 X
max
Ultimate shear strain under horizontal biaxial No requirement
≥ 70 %
f
loading value
Tensile capacity Tensile fracture Values at design No requirement No requirement
strength shear strain value value
Values at design
Tensile fracture strain ≥ 100 % ≥ 50 %
shear strain
Durability Allowable range of
K : ≤ +10 % K : ≤ +10 %
Change of shear h h
change with respect
properties
g H : ≥ −10 % H : ≥ −10 %
to initial value eq eq
Maximum decrease
Change of ultimate
with respect to 15 % 20 %
property
g
initial value
Compressive creep ≤ 6 % ≤ 8 %
Change in property
Cumulative shear No requirement No requirement
with respect to value
strain value value
at 3rd cycle
Horizontal shear creep test and residual shear No requirement No requirement
strain test value value
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
o 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
Average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 6 — Performance requirement of LRB
Grade
Property Test item
III II
Compressive Compressive stiffness Tolerance
±15 % ±20 %
properties
a
Shear properties Post-yield stiffness
Tolerance ±10 % ±15 %
Characteristic
strength
Design value of shear yield stress 7,0 to 8,5 MPa
Tensile properties Values at design No requirement No requirement
Tensile yield strength
shear strain value value
Allowable tensile Values at design
≥ 5 % ≥ 5 %
strain shear strain
Dependency of shear Allowable range of
stiffness Shear strain change with respect No requirement No requirement
dependency to property value at value value
design shear strain
Allowable range of
change with respect
K : −25 % to +10 % K : −40 % to +20 %
Compressive stress d d
to property value at
b
dependency
Q : ± 8 % Q : ± 15 %
design compressive d d
stress
Percentage change
Frequency with respect to No requirement No requirement
dependency value at design fre- value value
g
quency
Allowable range of
K : ≥ −10 % K : ≥ −10 %
Repeated loading change with respect d d
c
dependency −1 to property value at
Q : ≥ −30 % Q : ≥ −30 %
d d
3rd cycle
Change in proper-
Repeated loading No requirement No requirement
ty with respect to
dependency −2 value value
value at 3rd cycle
Allowable change
K : ± 5 % K : ± 10 %
Temperature with respect to d d
d
dependency value at design tem-
Q : ± 25 % Q : ± 25 %
d d
g
perature
Change with respect
Horizontal biaxial to value in one direc- No requirement
Test not required
loading dependency tional deformation value
test
a
Values of shear properties are calculated based on ISO 22762-3:2018, Annex F.
b
Effect of compressive stress on shear properties is measured by tests under compressive stress of 0,5 σ and 2,0 σ .
o 0
(Refer to ISO 22762-3:2018, Annex D.)
c th
Requirement is based on property values measured for 50 cycle.
d
Effect of temperature on shear properties is measured by tests at 0 °C and 40 °C.
e
Ultimate shear strain corresponds to the smaller of breaking strain and buckling strain. (Refer to ISO 22762-3:2018,
Annex G.)
f
Reduction ratio of ultimate shear strain under horizontal biaxial loading to that under horizontal uniaxial loading is
calculated. (Refer 8.3.6.)
g
Average value of each measurement used in determining change.
h
X is the maximum shear displacement defined in ISO 22762-3.
max
Table 6 (continued)
Grade
Property Test item
III II
Dependency of com- Change with respect
Shear strain No requirement No requirement
pressive stiffness to value at zero
dependency value value
shear strain
Change with respect
Compressive stress to value at 30 % of No requirement No requirement
dependency design compressive value value
strain
Dependency of tensile
...