Structural Concrete - v. 20, n. 6 (Dezember 2019)

Erschienen:	Dezember 2019

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Liang‐Xiao, Xiong / Hai‐Jun, Chen / Yao, Zhang	Anisotropic effects of corrosion direction on the mechanical behaviors of cement mortar	2206-2219
Hou, Lijun / Ye, Ziyao / Zhou, Bingxuan / Shen, Chun / Aslani, Farhad / Chen, Da	Bond behavior of reinforcement embedded in steel fiber reinforced concrete under chloride attack	2242-2255
Xu, Zhaoquan	Calculation of visible crack width of concrete surface under temperature and shrinkage gradient deformations	2109-2121
Gayed, Ramez B. / Ghali, Amin	Control of long‐term deflection of concrete slabs by prestressing	1816-1827
Bezuidenhout, Schalk R. / Zijl, Gideon P. A. G.	Corrosion propagation in cracked reinforced concrete, toward determining residual service life	2183-2193
Verma, Manoj / Mishra, Shambhu Sharan	Coupled fatigue-corrosion life estimation of reinforced concrete beam: Numerical versus experimental approach	2194-2205
Di Carlo, Fabio / Spagnuolo, Simone	Cracking behavior of steel fiber-reinforced concrete members subjected to pure tension	2069-2080
Pitchaipillai, Neelamegam / Paramasivam, Suresh Kumar	Deep neural network‐based mechanical behavior analysis for various masonry infill walls with hybrid fiber mortar	1974-1985
Tošić, Nikola / Marinković, Snežana / de Brito, Jorge	Deflection control for reinforced recycled aggregate concrete beams: Experimental database and extension of the fib Model Code 2010 model	2015-2029
Gaganelis, Georgios / Mark, Peter	Downsizing weight while upsizing efficiency: An experimental approach to develop optimized ultra‐light UHPC hybrid beams	1883-1895
Crémona, Christian / Jeusset, Matthieu / Vallée, Christophe / Zouhny, Basma	Durability analysis of the maritime infrastructure for the Monaco Sea extension	2272-2285
Osmolska, Magdalena J. / Kanstad, Terje / Hendriks, Max A. N. / Hornbostel, Karla / Markeset, Gro	Durability of pretensioned concrete girders in coastal climate bridges: Basis for better maintenance and future design	2256-2271
Yang, Yizhou / Nakamura, Hikaru / Miura, Taito / Yamamoto, Yoshihito	Effect of corrosion‐induced crack and corroded rebar shape on bond behavior	2171-2182
Jamshidi Avanaki, Mohammad	Effects of hybrid steel fiber reinforced composites on structural performance of segmental linings subjected to TBM jacks	1909-1925
Chellapandian, Maheswaran / Prakash, Shanmugam Suriya / Sharma, Akanshu	Experimental investigations on hybrid strengthening of short reinforced concrete column elements under eccentric compression	1955-1973
Imperatore, Stefania / Rinaldi, Zila / Spagnuolo, Simone	Experimental investigations on the effects of the steel rebar corrosion at structural level	2230-2241
Guo, Yuzhu / Chen, Xudong / Yang, Hanqing / Hu, Liangpeng / Zhang, Jinhua / Fan, Xiangqian	Experimental study on direct tension behavior of concrete through combined digital image correlation and acoustic emission techniques	2042-2055
Sangi, Monireh / Vasegh Amiri, Javad / Abdollahzadeh, Gholamreza / Dehestani, Mehdi	Experimental study on fracture behavior of notched self‐consolidating concrete beam strengthened with off‐axis CFRP sheet	2122-2137
Xie, Jian / Cui, Ning / Yan, Jia‐Bao / Yu, Jinghai	Experimental study on prestress losses of post‐tensioned concrete members at ultra‐low temperatures	1828-1841
Chao, Liu / Yuhao, Huang / Yuanchun, Lu	Experimental study on the performance of the UHPC longitudinal joint between existing bridge decks and lateral extensions	1871-1882
Recupero, Antonino / Spinella, Nino	Experimental tests on corroded prestressed concrete beams subjected to transverse load	2220-2229
Kueres, Sophia / Will, Norbert / Hegger, Josef	Flexural design of a modular footbridge system with pretensioned carbon fiber reinforced polymer reinforcement	1858-1870
Smarslik, Mario / Mark, Peter	Hybrid reinforcement design of longitudinal joints for segmental concrete linings	1926-1940
Abo Sabah, Saddam H. / Zainal, Nur L. / Bunnori, Norazura Muhamad / Megat Johari, Megat A. / Hassan, Mohd H.	Interfacial behavior between normal substrate and green ultra‐high‐performance fiber‐reinforced concrete under elevated temperatures	1896-1908
Ghorbel, Elhem / Wardeh, George / Fares, Hanaa	Mechanical and fracture properties of recycled aggregate concrete in design codes and empirical models	2156-2170
Yu, Feng / Yin, Longlong / Fang, Yuan / Jiang, Junjie	Mechanical behavior of recycled coarse aggregates self‐compacting concrete‐filled steel tubular columns under eccentric compression	2000-2014
Sakin, Shaimaa / Anil, Özgür	Nonlinear finite element model for interface between anchoraged carbon fiber reinforced polymer and concrete surface	1986-1999
Bernard, Erik Stefan	Predicting crack widths in FRC/reinforced concrete members using small deformation post‐crack parameters	2138-2149
Leutbecher, Torsten / Rebling, Jan	Predicting the postcracking strength of ultra‐high performance fiber reinforced concrete by means of three‐point bending tests according to EN 14651	2081-2095
Jiang, Xin / Gui, Qiang / Ma, Zhongguo John	Pretensioned pullout test of 18 mm (0.7 in.) diameter strand with different embedment lengths	1842-1857
McLeod, Christina H. / Viljoen, Celeste	Quantification of crack prediction models in reinforced concrete under flexural loading	2096-2108
Zhang, Yongxing / Fang, Yong / Lu, Weihua / Liu, Cheng / Wang, Lei / Xie, Haibo / Zhang, Xuemin	Shrinkage behavior influence of strain‐hardening cementitious composites	2150-2155
Tian, Jingbo / Zhu, Peng / Qu, Wenjun	Study on fire resistance time of hybrid reinforced concrete beams	1941-1954
Ng, Pui‐Lam / Gribniak, Viktor / Jakubovskis, Ronaldas / Rimkus, Arvydas	Tension stiffening approach for deformation assessment of flexural reinforced concrete members under compressive axial load	2056-2068
Kolínský, Vojtěch / Vitek, Jan L.	Verification of numerical creep and shrinkage models in an arch bridge analysis	2030-2041

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IssueID
28668
Veröffentlicht am:
28.12.2019
Geändert am:
28.12.2019

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Structural Concrete - v. 20, n. 6 (Dezember 2019)

Artikel in dieser Ausgabe

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Structural Concrete - v. 20, n. 6 (Dezember 2019)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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