iTrans.ir
سفارش ترجمه
خانه
راهنما
چگونه سفارش ترجمه دهیم
تماس با ما
ترجمه فوری
راهنمای استفاده از سایت
API
بیشتر...
پرسش و پاسخ
قیمت ترجمه
ثبت نام
ورود
021-66989400
021-66989500
0935-173-0404
نشانی و اطلاعات تماس
تگ crack
جزئیات خدمات ترجمه در ترجمه تخصصی
welding
PWHT
stress
crack
function
crack
Engineering Fracture Mechanics 110 (2013) 1–11
Engineering Failure Analysis 26 (2012) 381–396
http://www.pavement.com/Concrete_Pavement/Technical/Fundamentals/Joint_Sealants.asp
Engineering Structures 27 (2005) 616–628
such as their higher specific stiffness and strength as compared
EFFECT OF FIBER VOLUME FRACTION ON FRACTURE MECHANICS IN CONTINUOUSLY
EFFECT OF FIBER VOLUME FRACTION ON FRACTURE MECHANICS IN CONTINUOUSLY
EFFECT OF FIBER VOLUME FRACTION ON FRACTURE MECHANICS IN
Composites
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
ARTICLE IN PRESS
Computers and Electronics in Agriculture 103 (2014) 1–10
Tribology International 80 (2014) 147–155
Concrete Repair, Rehabilitation and Retrofitting II – Alexander et al (eds)
Epoxy injection
Aamer Syed, Senior Product Manager, Sika
Construction
180-251
6
170 Wedge failure
Nanocellulose and Microcellulose Fibers
UNCLASSIFIED
UNCLASSIFIED
10
Introduction The stability of the underground excavations depends on the
POLYVINYL ALCOHOL FIBER REINFORCED ENGINEERED
Composite Materials
The fiber of unit radius ( r ) is comprised of Area I and Area III. Also, the Area I
The fiber of unit radius ( r ) is comprised of Area I and Area III. Also, the Area I
Engineering Fracture Mechanics xxx (2013) xxx–xxx
Engineering Fracture Mechanics xxx (2013) xxx–xxx
Engineering Failure Analysis 17 (2010) 617–623
Engineering Failure Analysis 18 (2011) 1407–1414
Available online at www.sciencedirect.com
Engineering Failure Analysis 18 (2011) 1407–1414
Chapter7
Tribology International 94 (2016) 118–125
Tribology International 94 (2016) 118–125
Tribology International 94 (2016) 118–125
Tribology International 94 (2016) 118–125
STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER
STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER
620 M. Luke et al./Engineering Failure Analysis 17 (2010) 617–623
620 M. Luke et al./Engineering Failure Analysis 17 (2010) 617–623
0 and thus stopping further damage until the driving thermodynamic
Annals of Nuclear Energy 80 (2015) 151–165
Engineering Failure Analysis 18 (2011) 1407–1414
Engineering Failure Analysis 27 (2013) 194–202
Engineering Failure Analysis 18 (2011) 1407–1414
Accepted Manuscript
Construction and Building Materials 55 (2014) 323–332
386 Chapter 8 Nondestructive Testing in Concrete Engineering
DOI 10.1007/s11041-015-9866-6
Dead Island Definitive Edition
Construction and Building Materials 120 (2016) 571–580
Construction and Building Materials 120 (2016) 571–580
Chapter 9
Chapter 9
Computers and Geotechnics 82 (2017) 157–172
Computational analysis of Asphalt binder based on Phase Field Method
Modern fatigue design in civil constructions is mainly limited to the use of SN-curves and the hypothesis of
Survey of Damage to
Dynamic failure of a phyllite with a low degree of metamorphism under
Engineering Structures 101 (2015) 318–336
Engineering Structures 79 (2014) 45–57
Avail Availabl able on e onlin line at e at www www.sciencedirect.com .sciencedirect.com
Engineering Structures 79 (2014) 45–57
ARTICLE IN PRESS
ARTICLE IN PRESS
Construction and Building Materials 38 (2013) 879–889
EngineeringStructures28(2006)1825–1834
Methods of repairing concrete structures
ARTICLE IN PRESS
Composite Structures 161 (2017) 1–7
Theoretical approaches on bending analysis of founded Euler-Bernoulli cracked beam
Theoretical approaches on bending analysis of founded Euler-Bernoulli cracked beam
Engineering Structures 112 (2016) 14–22
Rehabilitation of Masonry Walls Using Unobtrusive FRP
International Journal of Fatigue 62 (2014) 180–193
Engineering Fracture Mechanics xxx (2017) xxx–xxx
Engineering Fracture Mechanics xxx (2017) xxx–xxx
The LB-TRC Test for Cold Crack Susceptibility of
European Journal of Clinical and Biomedical Sciences
Soil Dynamics and Earthquake Engineering 31 (2011) 1678–1689
Soil Dynamics and Earthquake Engineering 31 (2011) 1678–1689
EngineeringFailureAnalysis57(2015)56–71
Received: 4 July 2020 Revised: 6 September 2020 Accepted: 15 September 2020