Frattura ed Integrità Strutturale - v. 16, n. 59 (décembre 2021)

Publié:	décembre 2021

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Amoura, Nasreddine / Kebir, Hocine / Benzerdjeb, Abdelouahab	3D crack identification using the Nelder-Mead Simplex algorithm combined with a random generation of crack positions	243-255
Xia, Zhengbing / Duan, Xiaofang	Analysis of the bond-slip performance of steel bars and steel fiber recycled concrete based on the constitutive relationship model	49-61
Abdelkader, Hima / Djedid, Tarek / Mani, Mohammed / Guettala, Abdelhamid	Analysis of workability, mechanical strength and durability by the FT-IR method of concrete based on silica-limestone sand preserved in aggressive environments	566-579
Le Thanh, Cuong / Sang-To, Thanh / Hoang-Le, Hoang-Le / Danh, Tran-Thanh / Khatir, Samir / Abdel Wahab, Magd	Combination of Intermittent Search Strategy and an Improve Particle Swarm Optimization algorithm (IPSO) for damage detection of steel frame	141-152
Rigon, Daniele / Berto, Filippo / Meneghetti, Giovanni	Crack paths in multiaxial fatigue of C45 steel specimens and correlation of lifetime with the thermal energy dissipation	525-536
Seguini, Meriem / Djamel, Nedjar / Djilali, Boutchicha / Khatir, Samir / Abdel Wahab, Magd	Crack prediction in beam-like structure using ANN based on frequency analysis	18-34
Cao, Siwen / Sipos, András A.	Cracking Patterns of Brittle Hemispherical Domes: an Experimental Study	265-310
Kourkoulis, Stavros K. / Markides, Christos / Pasiou, Ermioni / Loukidis, Andronikos / Triantis, Dimos	The critical influence of some "tiny" geometrical details on the stress field in a Brazilian Disc with a central notch of finite width and length	405-422
Eleonsky, Sviatoslav / Matvienko, Yuri / Pisarev, Vladimir / Zajtsev, Michael	Damage accumulation near the cold-expanded hole due to high-cycle fatigue by crack compliance method	115-128
Bui-Tien, Thanh / Bui-Ngoc, Dung / Nguyen-Tran, Hieu / Nguyen-Ngoc, Lan / Tran-Ngoc, Hoa / Tran-Viet, Hung	Damage Detection in Structural Health Monitoring using Hybrid Convolution Neural Network and Recurrent Neural Network	461-470
Nguyen, Trung-Kien / Vo, Thanh-Trung / Nguyen, Nhu-Hoang	DEM investigation on strain localization in a dense periodic granular assembly with high coordination number	188-197
Fincato, Riccardo / Tsutsumi, Seiichiro	Ductile fracture modeling of metallic materials: a short review	1-17
Munafò, Placido / Marchione, Francesco / Chiappini, Gianluca / Marchini, Monica	Effect of nylon fabric reinforcement on the mechanical performance of adhesive joints made between glass and GFRP	89-104
Smirnov, Sergey / Konovalov, Dmitry / Veretennikova, Irina / Pestov, Aleksander / Osipova, Viktoria	Effect of the Stress State on the Adhesive Strength of an Epoxy-Bonded Assembly	311-325
Djedid, Tarek / Mani, Mohammed / Ouakouak, Abdelkader / Guettala, Abdelhamid	Effect of varying silica-limestone sand fines on the physical-mechanical performance of concrete	580-591
Kodancha, Krishnaraja / Ekabote, Nagaraj / Revankar, P. P.	Elastic-plastic fracture analysis of anisotropy effect on AA2050-T84 alloy at different temperatures: A Numerical Study	78-88
Agag, Fatma / Ahmad, Seleem S. E. / Sallam, Hossam El-Din M.	Experimental assessment of different strengthening techniques for opening in reinforced concrete beams	549-565
Rahim, Ouahab / Achoura, Djamel / Benzerara, Mohammed / Bascoulès-Perlot, Céline	Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag)	344-358
Risitano, Giacomo	Fatigue strength evaluation of PPGF35 by energy approach during mechanical tests	537-548
Madqour, Mahmoud / Fawzi, Khalid / Hassan, Hilal	Finite element modeling of flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets	62-77
Abbaszadeh Mobaraki, Hossein / Jafari-Talookolaei, Ramazan-Ali / Valvo, Paolo S. / Haghani Dogaheh, Reza	Forced Vibration Analysis of Laminated Composite Plates under the Action of a Moving Vehicle	198-211
Malikova, Lucie / Doubek, Pavel / Miarka, Petr / Seitl, Stanislav	Influence of the interphase between laser-cladded metal layer and steel substrate on fatigue propagation of a short edge crack	514-524
Vu, Anh-Tuan / Han, Ngoc-Duc / Nguyen, Kien / Nguyen, Dinh-Hoa	The influences of the number of concrete dowels to shear resistance based on push out tests	254-264
Nykyforchyn, Hryhoriy / Zvirko, Olha / Hredil, Myroslava / Krechkovska, Halyna / Tsyrulnyk, Oleksandr / Student, Oleksandra / Unigovskyi, Leonid	Methodology of hydrogen embrittlement study of long-term operated natural gas distribution pipeline steels caused by hydrogen transport	396-404
Samir Mohamed Mohamed Soliman, Ehab	Mode I stress intensity factor with various crack types	471-485
Le Thanh, Cuong / Minh, Hoang-Le / Sang-To, Thanh	A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS	232-242
Shariyat, M.	Novel 2D strain-rate-dependent lamina-based and RVE/phase-based progressive fatigue damage criteria for randomly loaded multi-layer fiber-reinforced composites	423-443
Madani, Kouider / Houari, A. / Bouchikhi, A. S. / Mokhtari, M.	Numerical analysis of the elastic-plastic behavior of a tubular structure in FGM under pressure and defect presence	212-231
Kouider, Nadia / Hadidane, Yazid / Benzerara, Mohammed	Numerical investigation of the cold-formed I-beams bending strength with different web shapes	153-171
Gaci, Mounir / Kamel, Fedaoui / Baroura, Lazhar / Talhi, Amar	Numerical study of TRIP transformation in 35NCD16 steel-effects of plate orientation and some criteria	444-460
González-Velázquez, Jorge Luis / Entezari, Ehsan / Szpunar, Jerzy A.	On the assessment of non-metallic inclusions by part 13 of API 579 -1/ASME FFS-1 2016	105-114
Brito, Jherbyson / Miguel, Letícia	Optimization of a reinforced concrete structure subjected to dynamic wind action	326-343
Mallor, C. / Calvo, S. / Núñez, J. L. / Rodríguez-Barrachina, R. / Landaberea, A.	A probabilistic fatigue crack growth life approach to the definition of inspection intervals for railway axles	359-373
Souadeuk, Anouar / Boudaoud, Zeineddine	Reinforced Soft Soil by CSV with/without Polypropylene fibres: Experimental and Numerical analysis.	374-395
Behtani, Amar / Tiachacht, Samir / Khatir, Tawfiq / Khatir, Samir / Abdel Wahab, Magd / Benaissa, Brahim	Residual Force Method for damage identification in a laminated composite plate with different boundary conditions	35-48
Ahmed Refat El-Mahdy, Mohamed / Elshami, Ahmed / Yousry Elshikh, Mohamed / Saleh Elsayed Ahmad, Seleem	Self-healing mortar using different types, content, and concentrations of bacteria to repair cracks.	486-513
Rezzag, Hadda / Kahloul, Latifa / Chadli, Hacène / Mebrek, Alima / Saoudi, Adel	Tribological performance and corrosion behavior of CoCrMo alloy	129-140
Nguyen, Tran-Hieu / Vu, Anh-Tuan	Weight optimization of steel lattice transmission towers based on Differential Evolution and machine learning classification technique	172-187

Informations
sur cette fiche
IssueID
60313
Publié(e) le:
06.01.2022
Modifié(e) le:
06.01.2022

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Frattura ed Integrità Strutturale - v. 16, n. 59 (décembre 2021)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Frattura ed Integrità Strutturale - v. 16, n. 59 (décembre 2021)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.