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International Journal of Concrete Structures and Materials
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Articles

Page 11 of 14

  1. An anchorage system is necessary in most reinforced concrete structures for connecting attachments. It is very important to predict the strength of the anchor to safely maintain the attachments to the structu...

    Authors: Kangsik Kim, Kwangsoo Lee and Gyeonghee An
    Citation: International Journal of Concrete Structures and Materials 2016 10:163
    Content type: OriginalPaper Published on:

  2. This paper aims to provide guidelines for the numerical modeling of reinforced concrete (RC) frame elements in order to assess the seismic performance of structures. Several types of numerical models RC frame ...

    Authors: Abdelhakim Zendaoui, A. Kadid and D. Yahiaoui
    Citation: International Journal of Concrete Structures and Materials 2016 10:170
    Content type: OriginalPaper Published on:

  3. Many experimental studies have evaluated the in-plane behavior of reinforced concrete frames in order to understand mechanisms that resist progressive collapse. The effects of transverse beams, frames and slab...

    Authors: Omid Rashidian, Reza Abbasnia, Rasool Ahmadi and Foad Mohajeri Nav
    Citation: International Journal of Concrete Structures and Materials 2016 10:167
    Content type: OriginalPaper Published on:

  4. This study tests ten full-size simple-supported beam specimens with the high-strength reinforcing steel bars (SD685 and SD785) using the four-point loading. The measured compressive strength of the concrete is...

    Authors: Chien-Kuo Chiu, Takao Ueda, Kai-Ning Chi and Shao-Qian Chen
    Citation: International Journal of Concrete Structures and Materials 2016 10:161
    Content type: OriginalPaper Published on:

  5. The objective of this paper is to investigate the effect of thickness and moisture on temperature distributions of reinforced concrete walls under fire conditions. Toward this goal, the first three wall specim...

    Authors: Jiyeon Kang, Hyunah Yoon, Woosuk Kim, Venkatesh Kodur, Yeongsoo Shin and Heesun Kim
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):164
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  6. When the energy performance of concrete is substantially higher than that of normal type concrete, such concrete is regarded as energy efficient concrete (WBSCSD 2009). An experimental study was conducted to inve...

    Authors: Jeong-Eun Kim, Wan-Shin Park, Young-Il Jang, Sun-Woo Kim, Sun-Woong Kim, Yi-Hyun Nam, Do-Gyeum Kim and Keitetsu Rokugo
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):162
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  7. Recently, advanced transit systems are being constructed to reduce traffic congestions in metropolitan areas. For these projects, curved bridges with various curvatures are required. Many curved bridges in the...

    Authors: Sung-Jae Kim, Jang-Ho Jay Kim, Seong-Tae Yi, Norhazilan Bin Md Noor and Sung-Chul Kim
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):160
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  8. Steel fiber-reinforced prestressed concrete (SFRPSC) members typically have high shear strength and deformation capability, compared to conventional prestressed concrete (PSC) members, due to the resistance pr...

    Authors: Jin-Ha Hwang, Deuck Hang Lee, Hyunjin Ju, Kang Su Kim, Thomas H.-K. Kang and Zuanfeng Pan
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):159
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  9. During concrete pumping, the migration and redistribution of particles occur in a pipe and the lubrication layer that forms between the bulk concrete and the pipe wall is the governing factor determining the f...

    Authors: Myoungsung Choi, Kyoungsoo Park and Taekeun Oh
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):158
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  10. In this study, an extensive literature review has been conducted on the material characterization of UHPC and its potential for large-scale field applicability. The successful production of ultra-high performa...

    Authors: S. Abbas, M. L. Nehdi and M. A. Saleem
    Citation: International Journal of Concrete Structures and Materials 2016 10:157
    Content type: OriginalPaper Published on:

  11. Ultra-high performance concrete (UHPC) is one of the most promising construction materials because it exhibits high performance, such as through high strength, high durability, and proper rheological propertie...

    Authors: Su-Tae Kang, Kang-Seok Lee, Jeong-Il Choi, Yun Lee, Burak Felekoğlu and Bang Yeon Lee
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):155
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  12. Early-strength-concrete (ESC) made of Type I cement with a high Blaine value of 500 m2/kg reaches approximately 60 % of its compressive strength in 1 day at ambient temperature. Based on the 210 compressive test ...

    Authors: Songhee Lee, Ngocchien Nguyen, Thi Suong Le and Chadon Lee
    Citation: International Journal of Concrete Structures and Materials 2016 10:154
    Content type: OriginalPaper Published on:

  13. This paper developed an analytical software, called Simulation of Concrete Structures (SCS), which is used for numerical analysis of shear-critical prestressed steel fiber concrete structures. Based on the pre...

    Authors: Liang Lu, P. R. Tadepalli, Y. L. Mo and T. T. C. Hsu
    Citation: International Journal of Concrete Structures and Materials 2016 10:153
    Content type: OriginalPaper Published on:

  14. This numerical study investigated the effects of different reinforcing details in beam-column joints on the blast resistance of the joints. Due to increasing manmade and/or natural high rate accidents such as ...

    Authors: Kwang-Mo Lim, Hyun-Oh Shin, Dong-Joo Kim, Young-Soo Yoon and Joo-Ha Lee
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):151
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  15. Large scale constructions needs to estimate a possibility for pumping concrete. In this paper, the state of the art on prediction of concrete pumping including analytical and experimental works is presented. T...

    Authors: Seung Hee Kwon, Kyong Pil Jang, Jae Hong Kim and Surendra P. Shah
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):150
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  16. The degradation of the load-bearing capacity of reinforced concrete beams due to corrosion has a profoundly negative impact on the structural safety and integrity of a structure. The literature is limited with...

    Authors: Hyung-Rae Kim, Won-Chang Choi, Sang-Chun Yoon and Takafumi Noguchi
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):152
    Content type: OriginalPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  17. The aim of this paper is to investigate the compressive behavior and characteristics of amorphous metallic fiber-reinforced concrete (AMFRC). Compressive tests were carried out for two primary parameters: fibe...

    Authors: Ngoc-Hieu Dinh, Kyoung-Kyu Choi and Hee-Seung Kim
    Citation: International Journal of Concrete Structures and Materials 2016 10:144
    Content type: OriginalPaper Published on:

  18. The nonlinear behaviors of recycled aggregate concrete (RAC) frame structure are investigated by numerical simulation method with 3-D finite fiber elements. The dynamic characteristics and the seismic performa...

    Authors: Changqing Wang, Jianzhuang Xiao and Zhenping Sun
    Citation: International Journal of Concrete Structures and Materials 2016 10:149
    Content type: OriginalPaper Published on:

  19. This paper studies the effects of steel fibre geometry and architecture on the cracking behaviour of steel fibre reinforced concrete (SFRC), with the reinforcements being four types, namely 5DH (Dramix® hooked-en...

    Authors: Sadoon Abdallah, Mizi Fan, Xiangming Zhou and Simon Le Geyt
    Citation: International Journal of Concrete Structures and Materials 2016 10:148
    Content type: OriginalPaper Published on:

  20. One of the primary concerns about the design aspects is that how to deal with the shear reinforcement in the ultra-high performance fiber reinforced concrete (UHPFRC) beam. This study aims to investigate the ...

    Authors: Woo-Young Lim and Sung-Gul Hong
    Citation: International Journal of Concrete Structures and Materials 2016 10:145
    Content type: OriginalPaper Published on:

  21. The successful completion of the present research would be achieved using ground waste glass (GWG) microparticles in self-consolidating concrete (SCC). Here, the influences of GWG microparticles as cementing m...

    Authors: Yasser Sharifi, Iman Afshoon, Zeinab Firoozjaei and Amin Momeni
    Citation: International Journal of Concrete Structures and Materials 2016 10:141
    Content type: OriginalPaper Published on:

    The Correction to this article has been published in International Journal of Concrete Structures and Materials 2019 13:5

  22. This paper deals with the effects of silica fume content and polymer-binder ratio on the properties of ultrarapid-hardening polymer-modified mortar using silica fume and ethylene-vinyl acetate redispersible po...

    Authors: Jong Yun Choi, Myung-Ki Joo and Byeong Cheol Lho
    Citation: International Journal of Concrete Structures and Materials 2016 10:136
    Content type: OriginalPaper Published on:

  23. High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study...

    Authors: Chadon Lee, Songhee Lee and Ngocchien Nguyen
    Citation: International Journal of Concrete Structures and Materials 2016 10:147
    Content type: OriginalPaper Published on:

  24. Recently, as the use of high-performance materials and complex composite methods has increased, the need for advanced design specifications for steel–concrete composite structures has grown. In this study, var...

    Authors: Lan Chung, Jong-Jin Lim, Hyeon-Jong Hwang and Tae-Sung Eom
    Citation: International Journal of Concrete Structures and Materials 2016 10(Suppl 3):146
    Content type: ReviewPaper Published on:

    This article is part of a Supplement: Volume 10 Supplement 3

  25. In recent years, some modifications were introduced in the stress–strain relationship of the steel in order to develop a more efficient shear model for reinforced concrete members. The last contribution in thi...

    Authors: A. M. Hernández-Díaz and M. D. García-Román
    Citation: International Journal of Concrete Structures and Materials 2016 10:140
    Content type: OriginalPaper Published on:

  26. An overall review of the structural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) elements subjected to various loading conditions needs to be conducted to prevent duplicate research ...

    Authors: Doo-Yeol Yoo and Young-Soo Yoon
    Citation: International Journal of Concrete Structures and Materials 2016 10:143
    Content type: OriginalPaper Published on:

  27. In this study seismic performance of reinforced concrete staggered wall system structures were investigated and their behavior factors such as overstrength factors, ductility factors, and the response modifica...

    Authors: Jinkoo Kim, Yong Jun and Hyunkoo Kang
    Citation: International Journal of Concrete Structures and Materials 2016 10:142
    Content type: OriginalPaper Published on:

  28. This paper presents a revised procedure for computation of double-K fracture parameters of concrete split-tension cube specimen using weight function of the centrally cracked plate of finite strip with a finite w...

    Authors: Shashi Ranjan Pandey, Shailendra Kumar and A. K. L. Srivastava
    Citation: International Journal of Concrete Structures and Materials 2016 10:139
    Content type: OriginalPaper Published on:

  29. As part of this study, has been developed a numerical method which allows to establish abacuses connecting the normal force with bending moment for a circular section and therefore to predict the rupture of th...

    Authors: A. Adjrad, Y. Bouafia, M. S. Kachi and F. Ghazi
    Citation: International Journal of Concrete Structures and Materials 2016 10:137
    Content type: OriginalPaper Published on:

  30. This paper investigates on the use of advanced optical measurement methods, i.e. 3D coordinate measurement machines (3D CMM) and stereo-vision digital image correlation (3D DIC), for the mechanical analysis of...

    Authors: K. De Wilder, G. De Roeck and L. Vandewalle
    Citation: International Journal of Concrete Structures and Materials 2016 10:135
    Content type: OriginalPaper Published on:

  31. This paper reports the results of an experimental program involving several small-scale columns which were constructed to simulate corrosion damage in the field using two accelerated corrosion techniques namel...

    Authors: S. Altoubat, M. Maalej and F. U. A. Shaikh
    Citation: International Journal of Concrete Structures and Materials 2016 10:138
    Content type: OriginalPaper Published on:

  32. Progressive collapse resistance of RC buildings can be analyzed by considering column loss scenarios. Using finite element analysis and a static test, the progressive collapse process of a RC frame under monot...

    Authors: Jian Hou and Li Song
    Citation: International Journal of Concrete Structures and Materials 2016 10:134
    Content type: OriginalPaper Published on:

  33. This paper presents an experimental work to study the flexural strength of reinforced concrete (RC) beams strengthened by partially de-bonded near surface-mounted (NSM) fiber reinforced polymer (FRP) strip wit...

    Authors: Soo-yeon Seo, Ki-bong Choi, Young-sun Kwon and Kang-seok Lee
    Citation: International Journal of Concrete Structures and Materials 2016 10:133
    Content type: OriginalPaper Published on:

  34. Axially loaded reinforced concrete columns are hardly exist in practice due to the development of some bending moments. These moments could be produced by gravity loads or the lateral loads. First, the current...

    Authors: Hamdy M. Afefy and El-Tony M. El-Tony
    Citation: International Journal of Concrete Structures and Materials 2016 10:132
    Content type: OriginalPaper Published on:

  35. The progressive collapse analysis of reinforced concrete (RC) moment-frame buildings under extreme loads is discussed from the perspective of modeling issues. A threat-independent approach or the alternate pat...

    Authors: Floriana Petrone, Li Shan and Sashi K. Kunnath
    Citation: International Journal of Concrete Structures and Materials 2016 10:126
    Content type: OriginalPaper Published on:

  37. In this study, different proportions of glass beads used for road marking were added into the concrete samples to reduce the temperature gradient through the concrete pavement thickness. It is well known that ...

    Authors: Erhan Burak Pancar and Muhammet Vefa Akpınar
    Citation: International Journal of Concrete Structures and Materials 2016 10:130
    Content type: OriginalPaper Published on:

  38. With the aim to reduce the atmospheric CO2, utilization of the carbonated lime produced from the aqueous carbonation reaction for the synthesis of a cementitious material would be a promising approach. The presen...

    Authors: Byung-Wan Jo, Sumit Chakraborty, Ji Sun Choi and Jun Ho Jo
    Citation: International Journal of Concrete Structures and Materials 2016 10:129
    Content type: OriginalPaper Published on:

  39. The objective of this study was to evaluate the capability of different strength–maturity models to account for the effect of the hydration heat on the in-place strength development of high-strength concrete s...

    Authors: Keun-Hyeok Yang, Jae-Sung Mun, Do-Gyeum Kim and Myung-Sug Cho
    Citation: International Journal of Concrete Structures and Materials 2016 10:128
    Content type: OriginalPaper Published on:

  40. Fire ranks high among the potential risks faced by most buildings and structures. A full understanding of temperature effects on fiber reinforced concrete is still lacking. This investigation focuses on the st...

    Authors: G. Srikar, G. Anand and S. Suriya Prakash
    Citation: International Journal of Concrete Structures and Materials 2016 10:127
    Content type: OriginalPaper Published on:

  41. The paper presents a research project on the tensile properties of RPC mixed with both steel and polypropylene fibers after exposure to 20–900 °C. The direct and the indirect tensile strength (in bending) were...

    Authors: Haiyan Li and Gang Liu
    Citation: International Journal of Concrete Structures and Materials 2016 10:125
    Content type: OriginalPaper Published on:

  42. In predicating the probability distribution of chloride diffusion coefficient of recycled aggregate concrete (D RAC), the morphological characteristics of three phases, i.e., the old attac...

    Authors: Jingwei Ying, Jianzhuang Xiao and Qiujiang Meng
    Citation: International Journal of Concrete Structures and Materials 2016 10:123
    Content type: OriginalPaper Published on:

  43. In this study, a quantitative review was performed on the mechanical performance, permeation resistance of concrete, and durability of surface-modified coarse aggregates (SMCA) produced using low-quality recyc...

    Authors: Heesup Choi, Hyeonggil Choi, Myungkwan Lim, Masumi Inoue, Ryoma Kitagaki and Takafumi Noguchi
    Citation: International Journal of Concrete Structures and Materials 2016 10:124
    Content type: OriginalPaper Published on:

  44. This paper presents the effect of silica fume and nano silica, used individually and in combination with the set accelerator and/or hydrated lime, on the properties of class F high volume ultra fine fly ash (H...

    Authors: R. Roychand, S. De Silva, D. Law and S. Setunge
    Citation: International Journal of Concrete Structures and Materials 2016 10:122
    Content type: OriginalPaper Published on:

  45. This study analyzed the isolation effect for a 15-story reinforced concrete (RC) building with regard to changes in the beam-column stiffness ratio and the difference in the vibration period between the supers...

    Authors: Young-Soo Chun and Moo-Won Hur
    Citation: International Journal of Concrete Structures and Materials 2015 9:120
    Content type: OriginalPaper Published on:

  46. Reinforced concrete beams with insufficient shear reinforcement were strengthened using glass fiber reinforced polymer (GFRP) plates. In the study, the effect of the number of bolts on the load capacity, energ...

    Authors: Mustafa Kaya and Zeynel Çağdaş Kankal
    Citation: International Journal of Concrete Structures and Materials 2015 9:116
    Content type: OriginalPaper Published on:

  47. In this study the progressive collapse resisting capacity of a RC beam-column subassemblage with and without strengthening was investigated. Total of five specimens were tested; two unreinforced specimens, the...

    Authors: Jinkoo Kim and Hyunhoon Choi
    Citation: International Journal of Concrete Structures and Materials 2015 9:119
    Content type: OriginalPaper Published on:

  49. Three full-scale instrumented test slabs were constructed and tested using a heavy vehicle simulator (HVS) to evaluate the structural behavior of internally cured concrete (ICC) for use in pavements under Flor...

    Authors: Kukjoo Kim and Sanghyun Chun
    Citation: International Journal of Concrete Structures and Materials 2015 9:115
    Content type: OriginalPaper Published on:
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