Structural Concrete - v. 25, n. 1 (janvier 2024)

Publié:	janvier 2024

Auteur(s)	Titre	Page(s)
Ingle, Vaibhav Vinod / Kaliyavaradhan, Senthil Kumar / Ambily, P. S. / Shekar, Deepadharshan	3D printable concrete without chemical admixtures: Fresh and hardened properties	365-378
Zhou, Chaoyang / Fan, Wenhua / Tang, Ming / Wang, Yi	Analysis of interfacial stresses on narrow beams strengthened by FRP straps with a side anchorage system	603-619
Chu, Yunpeng / Yi, Gangxin / Song, Gu / Liang, Feng / Gong, Yindong	Analysis of the influence on structural seismic performance by the composite reinforcement method	549-565
Esmaeili‐Falak, Mahzad / Sarkhani Benemaran, Reza	Application of optimization‐based regression analysis for evaluation of frost durability of recycled aggregate concrete	716-737
Sun, Qingmei	Artificial rabbit optimization‐based ANFIS model development for predicting the compressive strength of GGBFS‐based concrete	334-348
Saleh, Eman / Murad, Yasmin / Tarawneh, Ahmad / Alghossoon, Abdullah / Almasabha, Ghassan	Automated analysis and design for recycled aggregate reinforced concrete beams	207-224
van der Esch, Anton / Wolfs, Rob / Fennis, Sonja / Roosen, Marco / Wijte, Simon	Categorization of formulas for calculation of crack width and spacing in reinforced concrete elements	32-48
Anto, J. / Bhuvaneshwari, M.	A comprehensive summary on the enhancement of properties of concrete with recycled polypropylene materials	225-238
Godart, Bruno / Dierkens, Michael / Cordier, Nathalie / Thauvin, Benoît / Bouichou, Myriam / Marie‐Victoire, Elisabeth	Data acquired on some old reinforced concrete structures to validate the threshold levels of the French performance‐based method for the durability of concrete structures	677-695
Zhang, Zaiyu / Li, Wenshi / Guo, Xiaoyang / Sun, Qing / Tian, Penggang / Wu, Yanru	Development of theoretical model for predicting flexural behavior of GFRP reinforced concrete beams with CFRP grid‐reinforced ECC	583-602
Chen, Ju / Hu, Liang / Wang, Jun / Song, Sha‐Sha	Eccentric compression behavior of circular concrete‐filled steel tubes reinforced with internal latticed steel angles	169-184
Niu, Haicheng / Li, Bohan / Gao, Jinlong / Xie, Shu	Effect of hybrid fibers on the flexural performance of high‐strength recycled aggregate concrete beams	403-422
Ali, Manar / Elsayed, Mahmoud / Tayeh, Bassam A. / Maglad, Ahmed M. / El‐Azim, Ahmed Abd	Effect of hybrid steel, polypropylene, polyvinyl alcohol, and jute fibers on the properties of ultra‐high performance fiber reinforced concrete exposed to elevated temperature	492-505
Abu el‐hassan, Khaled / Hakeem, Ibrahim Y. / Amin, Mohamed / Tayeh, Bassam A. / Zeyad, Abdullah M. / Agwa, Ibrahim Saad / Elsakhawy, Yara	Effects of nano titanium and nano silica on high‐strength concrete properties incorporating heavyweight aggregate	239-264
Chang, Wei / Hao, Meijing / Zheng, Wenzhong	Estimation of ductility of concrete columns under horizontal seismic load	111-136
Miclăușoiu, Dan‐Andrei / Nedelcu, Mihai / Blanksvärd, Thomas	Experimental and numerical analysis of different vertical connections of precast shear walls with special regard towards deformability	85-110
Sepulveda, B. D. G. / Visintin, P. / Sturm, A. B. / Oehlers, D. J.	Experimental and theoretical analysis of cracking and tension stiffening in UHPFRC under high‐cycle fatigue	379-402
Khaloo, Alireza / Khodabakhshi, Nahid / Raissi Dehkordi, Morteza	Experimental investigation of innovative reinforcement method for two‐way concrete slabs using perforated steel plates	49-68
Rossi, Edoardo / Randl, Norbert / Mészöly, Tamás / Harsányi, Peter	Experimental investigation on shear strengthening with fiber/textile reinforced concrete	537-548
Marchão, Carla / Marreiros, Rui / Ribeiro, Filipe	Experimental study on the cracking behavior of anchorage zones	154-168
Li, Dong / Hejazi, S. M. Ali S. / Jin, Liu / Du, Xiuli	An extended universal morphological model for concrete mode‐I fracture: Parametric and case studies	265-282
Feng, Ran / Tang, Jing‐Pu / Liu, Panpan / Wang, Fangying / Zeng, Jun‐Jie / Zhu, Ji‐Hua	Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C‐FRCM system	659-676
Sharifi, Yasser / Visrudi, Hasan Najafi	Hydrochloric acid resistance of mortars incorporating waste glass powder as cementitious materials	303-319
Hu, Xinyu / Xue, Weichen / Zheng, Renguang	Hysteretic performance of prestressed concrete beams with AFRP tendons under cyclic loading	620-636
Skadins, Ulvis / Červenka, Jan	Lessons learnt from blind competition of shear behavior of fiber‐reinforced concrete T‐beam	506-525
Wang, Kai‐Lai / Li, Jingyi / Li, Li / Deng, E. / Zhang, Yang / Li, Zongli	Machine learning to estimate the bond strength of the corroded steel bar‐concrete	696-715
Mai, Anh Duc / Sheikh, M. Neaz / Nguyen, Quang Trung / Pham, Anh Duc / Hadi, Muhammad N. S.	A new approach for the strength interaction diagram of FRP strengthened square steel reinforced high strength concrete columns	637-658
Júnior, Edmir José dos Santos / Krahl, Pablo Augusto / Monteiro, Francisco Alex Correia / Cordeiro, Sérgio Gustavo Ferreira	New damage evolution law in plastic damage models for fiber‐reinforced cementitious composites	440-455
Ahmed, Mizan / Shahin, Ramy I. / Yehia, Saad A. / Emara, Mohamed / Patel, Vipulkumar Ishvarbhai / Liang, Qing Quan	Nonlinear analysis of square steel‐reinforced concrete‐filled steel tubular short columns considering local buckling	69-84
Tahir, Muhammad / Shoaib Karam, Muhammad / Hassam, Muhammad / Umer, Muhammad / Hameed, Rashid	Numerical evaluation of axial compressive behavior of hollow concrete columns reinforced with GFRP bars and spirals	566-582
Vandevyvere, Brecht / Vandewalle, Lucie / Li, Jiabin	Numerically optimized post‐cracking branch of the constitutive tensile model for fiber‐reinforced concrete with natural and recycled aggregates	473-491
Chao, Xu	Optimal boosting method of HPC concrete compressive and tensile strength prediction	283-302
Miceli, Elena / Castaldo, Paolo	Robustness improvements for 2D reinforced concrete moment resisting frames: Parametric study by means of NLFE analyses	9-31
Poorahad Anzabi, Pooria / Shiravand, Mahmoud R.	Segments arrangement effect on improvement of self‐centering precast post‐tensioned segmental piers seismic performance	185-206
Iavarone, Fabiola / Vecchio, Frank J. / Plizzari, Giovanni / Minelli, Fausto	Shear bond between existing concrete and high‐strength fiber reinforced overlay: Influence of substrate strength and interface roughness	526-536
Attia, Mohammed M. / Abdelsalam, Bassam Abdelsalam / Eita, M. A. / Ahmed, Mizan / Liang, Qing Quan / Rageh, Basem O.	Tests and finite element modeling of concrete beams reinforced with reused steel bars	137-153
Jamal, Ahmed Salah / Bzeni, Dillshad K. H. / Shi, Jinyan	Thermal and mechanical performance of lightweight geopolymer concrete with pumice aggregate	349-364
Nováček, Jan / Tomečka, Petr / Stráský, Jiří	Tram stop Výstaviště in Prague Holešovice	5-8
Karim, Rizwan / Shafei, Behrouz	Ultra‐high performance concrete under direct tension: Investigation of a hybrid of steel and synthetic fibers	423-439

Auteur(s)

Titre

Page(s)

Ingle, Vaibhav Vinod / Kaliyavaradhan, Senthil Kumar / Ambily, P. S. / Shekar, Deepadharshan

3D printable concrete without chemical admixtures: Fresh and hardened properties

365-378

Zhou, Chaoyang / Fan, Wenhua / Tang, Ming / Wang, Yi

Analysis of interfacial stresses on narrow beams strengthened by FRP straps with a side anchorage system

603-619

Chu, Yunpeng / Yi, Gangxin / Song, Gu / Liang, Feng / Gong, Yindong

Analysis of the influence on structural seismic performance by the composite reinforcement method

549-565

Esmaeili‐Falak, Mahzad / Sarkhani Benemaran, Reza

Application of optimization‐based regression analysis for evaluation of frost durability of recycled aggregate concrete

716-737

Sun, Qingmei

Artificial rabbit optimization‐based ANFIS model development for predicting the compressive strength of GGBFS‐based concrete

334-348

Saleh, Eman / Murad, Yasmin / Tarawneh, Ahmad / Alghossoon, Abdullah / Almasabha, Ghassan

Automated analysis and design for recycled aggregate reinforced concrete beams

207-224

van der Esch, Anton / Wolfs, Rob / Fennis, Sonja / Roosen, Marco / Wijte, Simon

Categorization of formulas for calculation of crack width and spacing in reinforced concrete elements

32-48

Anto, J. / Bhuvaneshwari, M.

A comprehensive summary on the enhancement of properties of concrete with recycled polypropylene materials

225-238

Godart, Bruno / Dierkens, Michael / Cordier, Nathalie / Thauvin, Benoît / Bouichou, Myriam / Marie‐Victoire, Elisabeth

Data acquired on some old reinforced concrete structures to validate the threshold levels of the French performance‐based method for the durability of concrete structures

677-695

Zhang, Zaiyu / Li, Wenshi / Guo, Xiaoyang / Sun, Qing / Tian, Penggang / Wu, Yanru

Development of theoretical model for predicting flexural behavior of GFRP reinforced concrete beams with CFRP grid‐reinforced ECC

583-602

Chen, Ju / Hu, Liang / Wang, Jun / Song, Sha‐Sha

Eccentric compression behavior of circular concrete‐filled steel tubes reinforced with internal latticed steel angles

169-184

Niu, Haicheng / Li, Bohan / Gao, Jinlong / Xie, Shu

Effect of hybrid fibers on the flexural performance of high‐strength recycled aggregate concrete beams

403-422

Ali, Manar / Elsayed, Mahmoud / Tayeh, Bassam A. / Maglad, Ahmed M. / El‐Azim, Ahmed Abd

Effect of hybrid steel, polypropylene, polyvinyl alcohol, and jute fibers on the properties of ultra‐high performance fiber reinforced concrete exposed to elevated temperature

492-505

Abu el‐hassan, Khaled / Hakeem, Ibrahim Y. / Amin, Mohamed / Tayeh, Bassam A. / Zeyad, Abdullah M. / Agwa, Ibrahim Saad / Elsakhawy, Yara

Effects of nano titanium and nano silica on high‐strength concrete properties incorporating heavyweight aggregate

239-264

Chang, Wei / Hao, Meijing / Zheng, Wenzhong

Estimation of ductility of concrete columns under horizontal seismic load

111-136

Miclăușoiu, Dan‐Andrei / Nedelcu, Mihai / Blanksvärd, Thomas

Experimental and numerical analysis of different vertical connections of precast shear walls with special regard towards deformability

85-110

Sepulveda, B. D. G. / Visintin, P. / Sturm, A. B. / Oehlers, D. J.

Experimental and theoretical analysis of cracking and tension stiffening in UHPFRC under high‐cycle fatigue

379-402

Khaloo, Alireza / Khodabakhshi, Nahid / Raissi Dehkordi, Morteza

Experimental investigation of innovative reinforcement method for two‐way concrete slabs using perforated steel plates

49-68

Rossi, Edoardo / Randl, Norbert / Mészöly, Tamás / Harsányi, Peter

Experimental investigation on shear strengthening with fiber/textile reinforced concrete

537-548

Marchão, Carla / Marreiros, Rui / Ribeiro, Filipe

Experimental study on the cracking behavior of anchorage zones

154-168

Li, Dong / Hejazi, S. M. Ali S. / Jin, Liu / Du, Xiuli

An extended universal morphological model for concrete mode‐I fracture: Parametric and case studies

265-282

Feng, Ran / Tang, Jing‐Pu / Liu, Panpan / Wang, Fangying / Zeng, Jun‐Jie / Zhu, Ji‐Hua

Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C‐FRCM system

659-676

Sharifi, Yasser / Visrudi, Hasan Najafi

Hydrochloric acid resistance of mortars incorporating waste glass powder as cementitious materials

303-319

Hu, Xinyu / Xue, Weichen / Zheng, Renguang

Hysteretic performance of prestressed concrete beams with AFRP tendons under cyclic loading

620-636

Skadins, Ulvis / Červenka, Jan

Lessons learnt from blind competition of shear behavior of fiber‐reinforced concrete T‐beam

506-525

Wang, Kai‐Lai / Li, Jingyi / Li, Li / Deng, E. / Zhang, Yang / Li, Zongli

Machine learning to estimate the bond strength of the corroded steel bar‐concrete

696-715

Mai, Anh Duc / Sheikh, M. Neaz / Nguyen, Quang Trung / Pham, Anh Duc / Hadi, Muhammad N. S.

A new approach for the strength interaction diagram of FRP strengthened square steel reinforced high strength concrete columns

637-658

Júnior, Edmir José dos Santos / Krahl, Pablo Augusto / Monteiro, Francisco Alex Correia / Cordeiro, Sérgio Gustavo Ferreira

New damage evolution law in plastic damage models for fiber‐reinforced cementitious composites

440-455

Ahmed, Mizan / Shahin, Ramy I. / Yehia, Saad A. / Emara, Mohamed / Patel, Vipulkumar Ishvarbhai / Liang, Qing Quan

Nonlinear analysis of square steel‐reinforced concrete‐filled steel tubular short columns considering local buckling

69-84

Tahir, Muhammad / Shoaib Karam, Muhammad / Hassam, Muhammad / Umer, Muhammad / Hameed, Rashid

Numerical evaluation of axial compressive behavior of hollow concrete columns reinforced with GFRP bars and spirals

566-582

Vandevyvere, Brecht / Vandewalle, Lucie / Li, Jiabin

Numerically optimized post‐cracking branch of the constitutive tensile model for fiber‐reinforced concrete with natural and recycled aggregates

473-491

Chao, Xu

Optimal boosting method of HPC concrete compressive and tensile strength prediction

283-302

Miceli, Elena / Castaldo, Paolo

Robustness improvements for 2D reinforced concrete moment resisting frames: Parametric study by means of NLFE analyses

9-31

Poorahad Anzabi, Pooria / Shiravand, Mahmoud R.

Segments arrangement effect on improvement of self‐centering precast post‐tensioned segmental piers seismic performance

185-206

Iavarone, Fabiola / Vecchio, Frank J. / Plizzari, Giovanni / Minelli, Fausto

Shear bond between existing concrete and high‐strength fiber reinforced overlay: Influence of substrate strength and interface roughness

526-536

Attia, Mohammed M. / Abdelsalam, Bassam Abdelsalam / Eita, M. A. / Ahmed, Mizan / Liang, Qing Quan / Rageh, Basem O.

Tests and finite element modeling of concrete beams reinforced with reused steel bars

137-153

Jamal, Ahmed Salah / Bzeni, Dillshad K. H. / Shi, Jinyan

Thermal and mechanical performance of lightweight geopolymer concrete with pumice aggregate

349-364

Nováček, Jan / Tomečka, Petr / Stráský, Jiří

Tram stop Výstaviště in Prague Holešovice

5-8

Karim, Rizwan / Shafei, Behrouz

Ultra‐high performance concrete under direct tension: Investigation of a hybrid of steel and synthetic fibers

423-439

Publicité

Structural Concrete - v. 25, n. 1 (janvier 2024)

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Structural Concrete - v. 25, n. 1 (janvier 2024)

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.